Zie het volgende artikel voor een gedetailleerde beschrijving van alle opties en hun invoer:
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"value": "<h3>Elementen voor het overbrengen van lasten</h3>\n<p><strong>Lastoverbrengers</strong> bestaan uit twee entiteiten: de oplegplaat en het enkele anker. Laten we beginnen met de oplegplaat. Om de positie te specificeren, moeten een referentievlak en -rand worden geselecteerd. Deze definiëren de oorsprong van de coördinaten van waaruit de X- en Y-afstanden worden gemeten. Er zijn twee vormdefinitieopties, Rechthoekig en Veelhoekig.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>De oplegplaat is verbonden met het betonelement door een contact dat drukspanningen overdraagt en, indien de gebruiker dit wenst, ook schuifspanningen kan overbrengen. Er zijn drie mechanismen voor dwarsoverdracht die kunnen worden geselecteerd:</p>\n<ul>\n <li><strong>door wrijving</strong></li>\n <li><strong>door ankers</strong></li>\n <li><strong>door afschuif kluft</strong></li>\n</ul>\n<p>Met de software is het niet mogelijk om deze overdrachtsmechanismen te combineren.</p>\n<p>Voor de optie met wrijving moet de ontwerpwaarde van de wrijvingscoëfficiënt worden ingevoerd. Voor de optie met een kluft moet het staalprofiel, inclusief geometrie en positie, worden ingevoerd.</p>\n<p>De oplegplaat kan een puntbelasting of een groep krachten overbrengen. Voor een puntbelasting kan het model belast worden met zes interne krachten (Fx, Fy, Fz, Mx, My en Mz) op elke positie op de bodemplaat. Voor een groep krachten kunnen gebruikers de posities, intensiteiten en richtingen van de krachten invoeren in een tabel, waardoor een algemene positionering op de oplegplaat mogelijk wordt.</p>\n<p>Een tweede lastoverbrenger, het enkele anker, kan worden toegevoegd en verbonden met de oplegplaat om bijvoorbeeld een voetplaat van de kolom te creëren die met vier ankers is verankerd (zie onderstaande figuur). Het is ook mogelijk om losse ankers zonder voetplaat te modelleren.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Meer informatie over de onderlinge verbinding met de oplegplaat is te vinden in de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.</p>\n<p>Qua positie en geometrie zijn de ankers gerelateerd aan het oppervlak en de rand van het blok, inclusief de bepaling van de relatieve positie zoals bij de oplegplaat. Natuurlijk is het mogelijk om de lengte van het anker in het beton en de lengte boven het betonoppervlak te specificeren.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>De ankers zijn geïmplementeerd in twee varianten:</p>\n<ul>\n <li>In het werk gestorte - Wapening</li>\n <li>Chemisch achteraf geplaatste ankers</li>\n</ul>\n<p>Voor de wapening wordt de aanhechtsterkte gebruikt volgens EN 1992-1-1 hfdst. 8.4.2. Daarnaast is het mogelijk om het verankeringstype voor dit type anker te specificeren zoals voor conventionele wapening.</p>\n<p>Voor lijmankers is het mogelijk om direct de aanhechtsterkte in te voeren, die de gebruiker kan vinden in het technische informatieblad van de fabrikant. Merk op dat <strong>het noodzakelijk is om de ontwerpwaarde van de aanhechtsterkte in te voeren</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Een grondige beschrijving van het gedrag van de onderlinge verbinding tussen het anker en de oplegplaat wordt beschreven in de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.</p>"
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"value": "<p>3D CSFM definieert het gedrag van beton op basis van de<strong> Mohr-Coulomb</strong> plasticiteitstheorie. De methode <strong>beschouwt de belangrijkste betonspanningen in druk en wapeningsspanningen (</strong><em><strong><sub>σsr</sub></strong></em><strong>) bij de scheuren terwijl de betontreksterkte wordt verwaarloosd, behalve voor het verstijvingseffect (tension stiffening) op de wapening.</strong></p>\n<p><em><strong><sub>σc1r</sub></strong></em><em><strong>, </strong></em><em><strong><sub>σc2r</sub></strong></em><em><strong>, </strong></em><em><strong><sub>σc3r</sub></strong></em> ≤<em><strong> 0 MPa</strong></em></p>\n<p>De wapeningsstaven zijn verbonden met betonnen eindige elementen door middel van Bond-elementen, waardoor slip tussen het beton en de wapening mogelijk is. Opgemerkt moet worden dat 3D CSFM <strong>niet geschikt is voor het simuleren van ongewapend beton</strong> vanwege de afwezigheid van treksterkte, wat kan resulteren in misleidende vervormingen en modelafwijkingen. In het algemeen bevat de Mohr-Coulomb theorie twee fundamentele eigenschappen die de ontwikkeling van het plasticiteitsoppervlak bij samendrukking en gedeeltelijk bij trek bepalen: de interne wrijvingshoek <em>φ</em> en de cohesieparameter <em>c</em>. </p>\n<p><strong>3D CSFM gaat uit van een interne wrijvingshoek van nul </strong>(fig. 1e), wat leidt tot een conservatief ontwerp omdat het plasticiteitsoppervlak lijkt op het <strong>Tresca model</strong>, dat onafhankelijk is van de eerste spanningsinvariant.</p>\n<figure data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/893fb5c9-66fd-4188-a343-c6b088d0d26b/Main%20assumptions%203D.png\" data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" alt=\"\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Basic assumptions of the 3D CSFM: (a) principal stresses in concrete; (b) stresses in the reinforcement direction;}}}\\) \\( \\textsf{\\textit{\\footnotesize{(c) stress-strain diagram of concrete in terms of maximum stresses; (d) stress-strain diagram of reinforcement}}}\\) \\( \\textsf{\\textit{\\footnotesize{in terms of stresses at cracks and average strains; (e) Mohr's circles for concrete model in 3D CSFM; (f) bond shear stress-slip}}}\\) \\( \\textsf{\\textit{\\footnotesize{relationship for anchorage length verifications.}}}\\)</em></p>\n<h4>Beton</h4>\n<p>Het gepresenteerde materiaalmodel is een multisurface plasticiteitsmodel gegeven door de combinatie van het Mohr-Coloumb en Rankine model voor monotone belasting. </p>\n<figure data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c818225e-7dac-4bd4-81f0-8ccbe2ee0200/Mohrs%20plasticity%20surfaces.png\" data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 2\\qquad Mohr-Coulomb multi-surface plasticity model for friction angle 0 degree}}}\\]</em></p>\n<p>Zoals reeds vermeld, is het materiaalmodel bedoeld voor gebruik in toepassingen die de respons van gewapend beton berekenen (niet geschikt voor gewoon beton). Dit komt door de uitsluiting van beton in trek. Daarom is het model niet geschikt voor constructie-elementen waar niet wordt voldaan aan de ontwerpregels voor gewapend beton, zoals minimale wapeningsverhouding, maximale staafafstand, enz. Het moet ook toegevoegd worden dat, omwille van de numerieke stabiliteit, een zeer kleine trekcapaciteit gedefinieerd is in het model. Het trekgedeelte wordt beperkt door vlakken die overeenkomen met het Rankine-model.</p>\n<p>3D CSFM in <em>IDEA StatiCa Detail</em> beschouwt geen expliciet bezwijkcriterium in termen van rek voor beton in druk (d.w.z. het beschouwt een oneindig plastische tak nadat de piekspanning is bereikt). Door deze vereenvoudiging kan de vervormingscapaciteit van constructies die in druk bezwijken niet worden geverifieerd. Hun uiteindelijke capaciteit wordt echter goed voorspeld als de toename van de brosheid van beton naarmate de materiaalsterkte toeneemt, in aanmerking wordt genomen door middel van de reductiefactor die als volgt is gedefinieerd in<em> </em>de Model Code 2010:</p>\n<p>\\[f_{c,red} = \\eta _{fc} \\cdot f_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>waarbij:</p>\n<p><em><sub>fc</sub></em> de karakteristieke sterkte van beton is (in MPa voor de definitie van <em>\\( \\eta_{fc} \\)</em>).</p>\n<p>De <em>fc</em><em><sub>,red</sub></em> wordt dan vergeleken met de equivalente hoofdspanning σc<em><sub>,eq</sub></em> in beton, die verder zal worden gedefinieerd, uiteraard met inachtneming van alle veiligheidsfactoren die door de code worden voorgeschreven.</p>\n<p>Een gedetailleerde beschrijving van het betonmodel is te vinden via de volgende link:</p>\n<ul>\n <li><a data-asset-id=\"ab4d6a64-e6e3-474a-a358-8ba882f37669\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/efa87501-bbfc-4fef-abe1-bc1de8123991/Concrete%20material%20model%20designated%20for%203D%20version.pdf\"><strong>Beton Materiaal Model voor 3D Detail</strong></a></li>\n</ul>\n<h4>Wapening</h4>\n<p>Het bilineaire spanning-rekdiagram voor wapeningsstaven, zoals gedefinieerd door ontwerpnormen (Fig. 1d), vertegenwoordigt een geïdealiseerd model. Dit model vereist kennis van de basiseigenschappen van de wapening tijdens de ontwerpfase, in het bijzonder de sterkte- en ductiliteitsklasse. Als alternatief hebben gebruikers de optie om een aangepaste spanning-rek relatie te definiëren.</p>\n<p>Spanningsverstijving wordt beschouwd door de spanning-rek relatie van de kale wapeningsstaaf te wijzigen om de gemiddelde stijfheid van de staven in het beton (<sub>εm</sub>) weer te geven (Fig 1b).</p>\n<h4>Verankering</h4>\n<p>Slip tussen wapening en beton wordt geïntroduceerd in het eindige-elementenmodel door de vereenvoudigde plastische relatie te beschouwen zoals voorgesteld in (Fig. 1f), waarbij <em><sub>fbd</sub></em> de ontwerpwaarde is (gefactoriseerde waarde) van de uiteindelijke aanhechtingsspanning gespecificeerd door de ontwerpcode voor de specifieke aanhechtingsomstandigheden (bond conditions).</p>\n<p>Dit is een vereenvoudigd model met als enig doel het verifiëren van aanhechtingsvoorschriften volgens ontwerpnormen (d.w.z. verankering van wapening). De vermindering van de verankeringslengte bij het gebruik van haken, lussen en gelijkaardige staafvormen kan overwogen worden door een bepaalde capaciteit te definiëren aan het uiteinde van de wapening, zoals verder beschreven zal worden.</p>\n<h4>Ankers</h4>\n<p>Het element van het anker is gedefinieerd als zijnde in staat om normale trek- of drukkrachten over te brengen evenals afschuifkrachten waarbij ook de buigstijfheid in beschouwing wordt genomen. Echter, alleen de normaalspanning in de ankers wordt geëvalueerd.</p>\n<p>Er zijn twee typen ankers beschikbaar:</p>\n<ul>\n <li>Chemische verankering (lijmanker) - Achteraf geplaatst</li>\n <li>In het werk gestorte ankers - Vooraf geplaatst</li>\n</ul>\n<p>Het gedrag van vooraf geplaatste wapening is hetzelfde als dat van klassieke wapening (Ankertype, aanhechting, etc.) <strong>Voor lijmankers is het mogelijk om de ontwerpwaarde voor de aanhechtsterkte (Bond strength) direct te definiëren.</strong> Deze waarde moet worden afgelezen van de technische documenten van de fabrikant.</p>"
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"value": "<p>In het volgende hoofdstuk bekijken we hoe de Mohr-Coulomb theorie is geïmplementeerd in 3D CSFM. We zullen uitleggen hoe het samendrukkingseffect (confinement effect) in triaxiale spanning wordt beschouwd en hoe de equivalente hoofdspanning σc<em><sub>,eq</sub></em> wordt berekend, die wordt gebruikt om de capaciteit van het beton te bepalen.</p>\n<h3>Inleiding tot de theorie</h3>\n<p>De Mohr-Coulomb theorie is een wiskundig model dat de reactie van<strong> </strong>brosse materialen op afschuif- en normaalspanning beschrijft. De meeste klassieke technische materialen volgen deze regel bij afschuiving. Over het algemeen is de theorie van toepassing op materialen waarvan de druksterkte veel groter is dan de treksterkte.</p>\n<figure data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282915e-1152-48e3-92ed-76a5464967cf/Mohr%20intro.png\" data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 3\\qquad Mohr-Coulomb Plasticity Model }}}\\]</em></p>\n<p>In de bouwkunde wordt het gebruikt om de bezwijkbelasting en de breukhoek te bepalen voor de verplaatsing van het breukvlak in beton en soortgelijke materialen. De wrijvingshypothese (Coulomb's friction hypothesis) wordt gebruikt om de combinatie van schuifspanning en normaalspanning te bepalen die een breuklijn zal veroorzaken. De cirkel van Mohr wordt gebruikt om te bepalen welke hoofdspanningen deze combinatie van schuifspanning en normaalspanning zullen veroorzaken en de hoek van het vlak waarin dit zal gebeuren. Volgens het normaliteitsprincipe zal de spanning bij breuk loodrecht staan op de lijn die de breektoestand beschrijft.</p>\n<figure data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd1f2b6a-98ff-4114-b442-f1ae9463d0c2/01.png\" data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 4\\qquad Meridian plane and tension cut-off}}}\\]</em></p>\n<p>Er kan worden aangetoond dat bij een materiaal dat bezwijkt volgens de wrijvingshypothese van Coulomb de verplaatsing bij bezwijken een hoek vormt met de breuklijn gelijk aan de wrijvingshoek. Dit maakt de sterkte van het materiaal bepaalbaar door de uitwendige mechanische arbeid geïntroduceerd door de verplaatsing en de uitwendige belasting te vergelijken met de inwendige mechanische arbeid geïntroduceerd door de rek en spanning op de breuklijn. Door behoud van energie moet de som hiervan nul zijn en dit maakt het mogelijk om de bezwijkkracht van de constructie te berekenen.</p>\n<h3>Implementatie in 3D CSFM</h3>\n<p>In het algemeen kunnen voor een gegeven hoek van inwendige wrijving van het beton, die rond φ <em>= 30-40° </em>ligt in referentie [1], [2], [3], [4], de trek- en druksterkte van het beton Mohr's cirkels worden geconstrueerd zoals in afbeelding 5.</p>\n<figure data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png\" data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 5\\qquad Mohr's circles for concrete}}}\\]</em></p>\n<p>Waarbij <em><sub>fc</sub></em> de betonsterkte in druk is, <em><sub>fct</sub></em> de betonsterkte in trek, <em>φ</em> de hoek van interne wrijving en <sub>σc1</sub><em>, </em><sub>σc3</sub> de hoofdspanningen van beton onder triaxiale druk.</p>\n<p>Het valt op dat als de hoofdspanning <sub>σc3</sub> toeneemt, het maximaal mogelijke verschil tussen de waarden van <sub>σc3</sub> en <sub>σc1</sub>, die we definiëren als maximaal σc<em><sub>,eq</sub></em> (zie hieronder), ook toeneemt. Dit verschil komt overeen met tweemaal de deviatorische spanning die in de literatuur gedefinieerd is als een straal van de mohr cirkels.</p>\n<p>In 3D CSFM geïmplementeerd in IDEA StatiCa Detail, wordt de hoek van interne wrijving beschouwd als φ <em>= 0°, </em>zoals getoond in Figuur 6.</p>\n<figure data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png\" data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 6\\qquad Mohr's circles for concrete implemented in IDEA StatiCa Detail}}}\\]</em></p>\n<p>Het praktische gevolg van deze implementatie is dat het maximale verschil tussen <sub>σc3</sub> en <sub>σc1</sub> constant is als <sub>σc3</sub> toeneemt.</p>\n<p><strong>Equivalente hoofdspanning drukt de equivalente uni-axiale spanning uit voor een algemene tri-axiale spanningstoestand.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>De σc<em><sub>,eq</sub></em> waarde kan daarom direct vergeleken worden met uniaxiale sterktelimieten.</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} \\le 1\\]</p>\n<p>Waarbij <em><sub>σc</sub></em><sub>,lim</sub> de ontwerp (gefactoriseerde) uni-axiale sterkte van beton <em><sub>fc</sub></em> is.</p>\n<p>Als we Figuur 5, waarin de werkelijke hoek van inwendige wrijving wordt gebruikt, vergelijken met Figuur 6, waarin de Mohr-Coulomb theorie wordt toegepast met een hoek van inwendige wrijving van nul, kunnen we zien dat de benadering die is gekozen voor de berekeningen in Detail zeer conservatief is voor de beoordeling van de triaxiale spanningstoestand.</p>\n<p>Voor een beter begrip van de gebieden die beïnvloed worden door tri-axiale drukspanning, is de uitdrukking van de toename van de effectieve materiaalsterkte door tri-axiale druk toegevoegd aan de IDEA StatiCa Detail toepassing als een verhouding <sub>σc3/σc</sub><em><sub>,lim</sub></em>. Je kunt deze verhouding vinden onder de Sterkte controle.</p>\n<p>In de aanvullende resultaten kan de gebruiker ook de <em>κ</em> factor vinden, die de tri-axialiteit op een andere manier verklaart.</p>\n<p>\\[\\kappa = \\frac{ \\sigma_{c3}}{ \\sigma_{c,eq}}\\]</p>\n<p>De betonsterktecontrole kan dan worden herschreven als:</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} = \\frac{\\sigma_{c,3} }{ \\kappa \\cdot \\sigma_{c,lim}} \\le 1\\]</p>\n<p>Uit het voorgaande volgt dat als het element onder hydrostatische spanning staat - <sub>σc3=σc2=σc1</sub>, de equivalente hoofdspanning σc<em><sub>,eq</sub></em> de nulwaarde zal hebben en de kappa factor oneindig zal worden.</p>\n<p>Meer hierover kan hier gevonden worden: <a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tri-axiale spanning - het Confinement effect</strong></a></p>"
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"value": "<p>Het niet-lineaire (niet-elastische) eindige elementen berekeningsmodel wordt gecreëerd door verschillende typen eindige elementen die gebruikt worden om beton, wapening en de verbinding daartussen te modelleren. Beton- en wapeningselementen worden eerst onafhankelijk aangemaakt en dan onderling verbonden met behulp van multipoint constraints (MPC-elementen). Hierdoor kan de wapening elke positie innemen die niet beperkt is tot knooppunten van het tetrahedrale net. Om de lengte, aanhechting en verankering te controleren worden veerelementen ingevoegd tussen de wapening en de MPC-elementen.</p>\n<figure data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4fdc48d7-668c-4525-8066-92c0cf98fec2/FE%203D%20model.png\" data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 10\\qquad Finite element model: reinforcement elements mapped to concrete mesh using MPC and bond elements}}}\\]</em></p>\n<h4>Beton</h4>\n<p>Beton wordt geanalyseerd met <strong>gemengde tetraëderelementen met knooppuntrotaties</strong>. De tetrahedrale elementen laten ons toe om complexe gebieden te meshen terwijl de geïmplementeerde formulering accurate vervormingsresultaten garandeert (zonder valse schuifspanning gekend als het shear lock effect) zelfs voor de grove mesh die niet geschikt zou zijn voor lineaire tetrahedrale elementen formulering.</p>\n<p>Er wordt gebruik gemaakt van volledige integratie. Dit betekent dat elk element vier integratiepunten binnen het volume heeft. Een dergelijke integratie levert een nauwkeurig rek- en spanningsveld op, waardoor de resultaten over het hele volume voldoende geëvalueerd en gepresenteerd kunnen worden. Vervolgens worden de stopcriteria vastgesteld op basis van de waarde in het integratiepunt.</p>\n<h4>Wapening</h4>\n<p>Wapeningsstaven worden gemodelleerd door tweeknoops 1D \"staaf\" elementen (CROD), die alleen axiale stijfheid hebben. Deze elementen zijn verbonden met speciale \"bond\" elementen die ontwikkeld werden om het slipgedrag tussen een wapeningsstaaf en het omringende beton te modelleren. Deze bond-elementen worden vervolgens verbonden door MPC-elementen (multipoint constraint) met de mesh die het beton voorstelt. Deze aanpak maakt het mogelijk om wapening en beton onafhankelijk van elkaar te meshen.</p>\n<h4>Bond-elementen (aanhechting)</h4>\n<p>De verankeringslengte wordt geverifieerd door de schuifspanningen tussen betonelementen (3D) en wapeningsstaafelementen (1D) in het eindige elementenmodel te implementeren. Voor dit doel werd het “bond” eindige-elementtype ontwikkeld.</p>\n<p>Het bindingselement wordt gedefinieerd als een eindig element van de schaal dat verbonden is met elementen die de wapening voorstellen door de eerste laag en door de tweede laag met betongaas via meerpuntsbeperkingen (MPC-elementen). Opgemerkt moet worden dat het bond-element in dit artikel altijd wordt weergegeven met een niet-nul hoogte, die echter in het model als oneindig klein wordt gedefinieerd.</p>\n<p>Het gedrag van dit element wordt beschreven door de binding spanning, τb, als een bilineaire functie van de slip tussen de bovenste en onderste knooppunten, δu, zie (Fig. 11).</p>\n<figure data-asset-id=\"bb758c83-0805-43c6-b4a1-e976a26c9ba9\" data-image-id=\"bb758c83-0805-43c6-b4a1-e976a26c9ba9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47aa9dc4-c120-4009-9456-ca62712542ad/14.png\" data-asset-id=\"bb758c83-0805-43c6-b4a1-e976a26c9ba9\" data-image-id=\"bb758c83-0805-43c6-b4a1-e976a26c9ba9\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 11\\qquad (a) Conceptual illustration of the deformation of a bond element; (b) shear-deformation function}}}\\]</em></p>\n<p>De elastische stijfheidsmodulus van de binding-sliprelatie, Gb, wordt als volgt gedefinieerd:</p>\n<p>\\[G_b = k_g \\cdot \\frac{E_c}{Ø}\\]</p>\n<p>kg coëfficiënt afhankelijk van het oppervlak van de wapeningsstaaf (standaard kg = 0,2)</p>\n<p>Ec elasticiteitsmodulus van beton (genomen als Ecm in het geval van EN)</p>\n<p>Ø de diameter van de betonstaal</p>\n<p>De ontwerpwaarden (verdisconteerde waarden) van de uiterste afschuifspanning, fbd, in de respectievelijke geselecteerde ontwerpcodes EN 1992-1-1 of ACI 318-19 worden gebruikt om de verankeringslengte te verifiëren. De verharding van de plastische tak wordt standaard berekend als Gb/105.</p>\n<h4>Verankeringsveer</h4>\n<p>Het aanbrengen van verankeringsuiteinden aan de wapeningsstaven (d.w.z. bochten, haken, lussen...), die voldoen aan de voorschriften van de ontwerpcodes, maakt het mogelijk om de basisverankeringslengte van de staven<em>(lb</em><em><sub>,netto</sub></em>) te verminderen met een bepaalde factor β (hieronder de 'verankeringscoëfficiënt' genoemd). De ontwerpwaarde van de verankeringslengte<em>(lb</em>) wordt dan als volgt berekend:</p>\n<figure data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/92e32489-804f-495a-937e-40b647a0abf1/15.png\" data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 12\\qquad Model for the reduction of the anchorage length: a) Anchorage force along the anchorage length of }}}\\] \\[ \\textsf{\\textit{\\footnotesize{the reinforcement bar, b) slip-anchorage force constitutive law}}}\\]</em></p>\n<p>De reductie van de verankeringslengte is opgenomen in het eindige-elementenmodel door middel van een veerelement aan het uiteinde van de staaf (Fig. 12a), die wordt gedefinieerd door het constitutieve model in (Fig. 12b). De maximale kracht die door deze veer wordt overgebracht<em>(</em><em><sub>Fau</sub></em>) is:</p>\n<p>\\[F_{au} = \\beta \\cdot A_s \\cdot f_{yd}\\]waarbij :</p>\n<p><em>β</em> de verankeringscoëfficiënt gebaseerd op verankeringstype</p>\n<p><em><sub>Als</sub></em> de doorsnede van de wapeningsstaaf</p>\n<p><em><sub>fyd</sub></em><em> </em>de ontwerpwaarde van de vloeigrens van de wapening</p>"
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"value": "<h3>Voetplaat</h3>\n<p>De voetplaat (staalplaat, oplegplaat, bodemplaat) wordt gemodelleerd als een lineair schaalelement. Het staalmateriaal dat voor platen wordt gebruikt, wordt gedefinieerd in het tabblad Materialen. De enige fysieke eigenschap is de elasticiteitsmodulus <em>E</em>.</p>\n<figure data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/371f790c-72d7-49be-8247-ade39e45d4d9/Linear%20steel.png\" data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 13\\qquad The base plate material definition}}}\\]</em></p>\n<p>De voetplaat kan belast worden door puntlasten (Fx, Fy, Fz, Mx, My, Mz) en krachtgroepen (Fx, Fy, Fz), voornamelijk gebruikt voor het belasten van modellen die geëxporteerd worden uit de IDEA StatiCa Connection. Merk op dat puntbelastingen en puntmomenten direct het corresponderende knooppunt van de staalplaat belasten. Dit betekent dat er geen herverdeling is, alleen door de stijfheid van de staalplaat.</p>\n<p>Deze implementatie maakt het mogelijk om belastingseffecten uit de IDEA StatiCa Connection te importeren die worden toegepast op de oplegplaat op de locatie van de individuele eindige laselementen met de waarde en richting bepaald uit de algemene spanning van dat eindige laselement.</p>\n<p>Er is alleen wrijvingsdrukcontact gedefinieerd tussen de staalplaat en het beton. Voor de <strong>afschuiving</strong> kan de gebruiker kiezen uit drie opties:</p>\n<ul>\n <li><strong>Door ankers</strong></li>\n <li><strong>Door wrijving</strong></li>\n <li><strong>Door afschuif kluft</strong></li>\n</ul>\n<p>De software staat de combinatie van deze overdrachtsmechanismen niet toe.</p>\n<p><strong>De wrijvingscoëfficiënt</strong> moet worden ingevoerd als een ontwerp waarde. Als de resulterende dwarskracht <em><sub>Fxy</sub></em><em> </em>groter is dan de drukkracht <em><sub>Fz</sub></em> maal de wrijvingscoëfficiënt <em>μ</em> stopt de berekening en zijn niet alle belastingen van toepassing op het model. De voorwaarde wordt als volgt geschreven:</p>\n<p>\\[\\frac {F_{xy}}{ \\mu \\cdot F_{z}}\\le 1\\]</p>\n<p>Dit is te zien in het volgende voorbeeld waarbij twee belastingsgevallen worden beschouwd.</p>\n<ul>\n <li>LC1 - Permanent type - <sub>Fz</sub> = 100 kN</li>\n <li>LC2 - Variabel type - <sub>Fx</sub> = 100 kN</li>\n</ul>\n<figure data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f5d8cb-31be-436c-881b-1ed934e28860/Friction%20-%20load%20input.png\" data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 14\\qquad Load input for example explaining shear transfer by friction}}}\\]</em></p>\n<p>In de eerste berekeningsstap wordt alle permanente belasting aangebracht. Dan wordt de variabele belasting geleidelijk toegepast totdat deze de waarde van de drukbelasting maal wrijvingscoëfficiënt bereikt.</p>\n<figure data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e430f86d-007d-4b58-8ac3-6c561def378d/Friction%20-%20result.png\" data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 15\\qquad Results from example explaining shear transfer by friction}}}\\]</em></p>\n<p>De grafiek in afbeelding 16 definieert het gedrag van het wrijvingscontact tussen de oplegplaat en het beton.</p>\n<figure data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e64e31cd-772c-4b95-84c2-b3442e790aa6/Friction%20contact%20graph.png\" data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16\\qquad Force-displacement graph describing the behavior of frictional contact}}}\\]</em></p>\n<p>De waarde van <em>Fzμ</em> verschilt voor elke stap van de berekening, terwijl de waarde van de maximale schuifvervorming <em><sub>uxy</sub></em> constant is.</p>\n<p>Als de druknormale kracht <em><sub>Fz</sub></em> en de dwarskracht <em><sub>Fxy</sub></em> worden ingevoerd in één belastingsgevaltype (bijv. alleen permanent) en de voorwaarde <em><sub>Fxy</sub></em><em> / (</em><em><sub>Fzμ</sub></em><em>) ≤ 1</em> is niet vervuld<em>, dan </em>wordt er geen belasting op het model toegepast omdat de voorwaarde in geen enkele stap van de berekening is vervuld.</p>\n<p><strong>De afschuif kluft </strong>is verbonden met het beton door middel van beperkingen die alleen de overdracht van druk en normaal spanning toestaan.</p>\n<figure data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f5a88134-312b-4689-9bcd-a77eb0e834e3/Shear%20lug%20transfer.png\" data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 17\\qquad Shear lug transfer of shear mechanism}}}\\]</em></p>\n<p>De afschuiving wordt gemodelleerd met lineaire schaalelementen, waarbij de elasticiteitsmodulus E het materiaal bepaalt.</p>\n<p>De resultaten worden niet geëvalueerd en weergegeven voor zowel de plaat als voor de afschuining.</p>\n<h3>Ankers</h3>\n<p>De eindige elementen die ankers voorstellen worden gemodelleerd om normaalkrachten en dwarskrachten te kunnen overbrengen naar het beton, waarbij ook rekening wordt gehouden met de buigstijfheid van de ankers. Om de slip tussen het anker en het omringende beton te modelleren, worden dezelfde hecht- en MPC-elementen gebruikt als voor de wapening. Met dit verschil dat het voor lijmankers mogelijk is om de ontwerp aanhechtsterkte te specificeren.</p>\n<p>Ankers kunnen worden verbonden met voetplaten. Voor deze onderlinge verbinding wordt een volledig niet-lineaire constraint gebruikt om het uiteinde van het anker en een knooppunt van de voetplaat te verbinden. Met dit element kunnen we alle vrijheidsgraden controleren om er bijvoorbeeld voor te zorgen dat er geen druk wordt overgebracht door de ankers voor de voetplaat zonder stand-off, of dat er geen afschuiving wordt overgebracht door het anker bij het modelleren van een shear lug, enz.</p>\n<p><strong>Interconnectie met oplegplaat</strong> voor ankers stelt de gebruiker in staat om te bepalen of het anker wordt verbonden met de plaat door de eerder genoemde beperking en hoe.</p>\n<figure data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc2938e5-b707-4f53-a0b6-b795bfef8d4d/Interconnection%20with%20base%20plate%20settings.png\" data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" alt=\"\"></figure>\n<p>In de huidige versie <strong>wordt</strong> <strong>alleen het directe contact</strong> tussen de plaat en beton <strong>ondersteund.</strong></p>\n<p>De drukkracht wordt niet overgebracht van de plaat naar het anker in het geval van direct contact. 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"value": "<p>Een standaard volledig Newton-Raphson (NR) algoritme wordt gebruikt om de oplossing te vinden voor een niet-lineair FEM probleem.</p>\n<p>Over het algemeen convergeert het NR-algoritme niet wanneer de volledige belasting in één stap wordt toegepast. Een gebruikelijke aanpak, die hier ook wordt gebruikt, is om de belasting opeenvolgend toe te passen in meerdere stappen en het resultaat van de vorige stap te gebruiken om de Newton-oplossing van de volgende stap te starten. Hiervoor is een belastingscontrolealgoritme (Load-control Algorithm) geïmplementeerd bovenop de Newton-Raphson. In het geval dat de NR iteraties niet convergeren, wordt de huidige belastingsstap teruggebracht tot de helft van zijn waarde en worden de NR iteraties opnieuw geprobeerd.</p>\n<p>Een tweede doel van het Load-control Algorithm is het vinden van de kritische belasting, die overeenkomt met bepaalde \"stopcriteria\" - specifiek de maximale spanning in beton, de maximale slip in verbindingselementen, de maximale verplaatsing in verankeringselementen en de maximale spanning in wapeningsstaven. De kritische belasting wordt gevonden met de bisectiemethode. Als het stopcriterium ergens in het model wordt overschreden, worden de resultaten van de laatste belastingsstap genegeerd en wordt een nieuwe stap berekend die half zo groot is als de vorige. Dit proces wordt herhaald totdat de kritische belasting is gevonden met een bepaalde fouttolerantie.</p>\n<p>Voor beton werd het stopcriterium ingesteld op een spanning van 5% in samendrukking (d.w.z. ongeveer een orde van grootte groter dan de werkelijke bezwijkspanning van beton) en 7% in trek op de integratiepunten van schaalelementen. In trek werd de waarde zo ingesteld dat de grensrek in wapening, die gewoonlijk rond de 5% ligt zonder rekening te houden met trekverstijving, het eerst werd bereikt. In druk werd uit verschillende alternatieven een waarde gekozen die groot genoeg is om de effecten van verbrijzeling (crushing) zichtbaar te maken in de resultaten, maar klein genoeg om niet te veel problemen met de numerieke stabiliteit te veroorzaken.</p>\n<figure data-asset-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" data-image-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1178a514-d8d2-4a37-a0f2-517809af1881/16.png\" data-asset-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" data-image-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 13\\qquad Constitutive law of bond and anchorage elements used for anchorage length verification: a) Bond shear stress}}}\\] \\[ \\textsf{\\textit{\\footnotesize{slip response of bond element, b) force-displacement response of an anchorage element}}}\\]</em></p>\n<p>Voor wapening wordt het stopcriterium gedefinieerd in termen van spanningen. Aangezien spanningen bij de scheur worden gemodelleerd, komt het spanningscriterium overeen met de treksterkte van de wapening, rekening houdend met de veiligheidscoëfficiënt. Dezelfde waarde wordt gebruikt voor het criterium in druk.</p>\n<p>Het stopcriterium in verbindingselementen en verankeringsveren is <em><sub>α-δumax</sub></em>, waarbij <em><sub>δumax</sub></em> de maximale slip is die gebruikt wordt in de normcontroles en α = 10.</p>"
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"value": "<p>Het IDEA Statica Detail model hoeft niet altijd vanaf nul of een template gemodelleerd te worden. Er is ook een optie om het model inclusief belastingseffecten te importeren uit IDEA StatiCa Connection. De geometrie van het betonblok, ankers, voetplaat, materialen en belastingseffecten worden overgebracht.</p>\n<figure data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d9e99b1-b39c-4b40-876a-1bb351b6f5c8/Connection%20export.png\" data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16\\qquad Loads imported from IDEA StatiCa Connection}}}\\]</em></p>\n<p>De basisplaat wordt belast door een groep krachten die bepaald worden uit de algemene spanning van elk eindig element van de lasnaden die het stalen profiel en de voetplaat verbinden.</p>\n<p>Omdat de definitie van de individuele componenten verschillend is in Connection en Detail (de voetplaat wordt bijvoorbeeld gemodelleerd door een lineair materiaal in Detail terwijl het in Connection gemodelleerd wordt door een plastisch materiaal), zou er een verschillende herverdeling van belastingen zijn tussen de voetplaat-beton contact en de ankers, of tussen de ankers zelf. Met andere woorden, er zouden verschillende normaal trekkrachten zijn in de ankers in Connection en Detail. Om deze reden worden de ankers ingevoerd losgekoppeld voor normaalkrachten (in de richting van het anker) van de voetplaat en worden de ankers direct belast met de toegepaste trekkrachten. Ook moeten de tegengestelde krachten die de voetplaat op de ankerlocatie belasten worden toegevoegd om het model in evenwicht te brengen. Deze twee tegengestelde krachten worden getoond in Figuur 16.</p>\n<p>De dwarskrachten worden echter overgebracht door de onderlinge verbinding van de voetplaat en het anker (of kluft, of wrijving). Dit gedrag is mogelijk omdat er een beperking is die de voetplaat en het anker verbindt, waardoor we alle vrijheidsgraden van deze verbinding kunnen controleren.</p>"
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"value": "<h3>Uiterste grenstoestand</h3>\n<p>De verschillende verificaties die vereist zijn door specifieke ontwerpcodes worden beoordeeld op basis van de directe resultaten van het model. UGT-verificaties worden uitgevoerd voor betonsterkte, wapeningssterkte en verankering (afschuifspanningen).</p>\n<p>Om er zeker van te zijn dat een constructie-element een efficiënt ontwerp heeft, wordt het sterk aanbevolen om een voorlopige analyse uit te voeren die rekening houdt met de volgende stappen:</p>\n<ul>\n <li>Kies een selectie van de meest kritieke belastingscombinaties.</li>\n <li>Bereken alleen UGT-belastingscombinaties.</li>\n <li>Om de rekentijd te versnellen en eventuele problemen op te lossen, kunt u overwegen een grove mesh te gebruiken door de vermenigvuldigingsfactor van de standaard mesh-grootte in de Setup te verhogen (Fig. 14). Als het model goed presteert, zet de vermenigvuldigingsfactor dan terug op een factor 1.</li>\n</ul>\n<figure data-asset-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" data-image-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1633c630-1610-428f-9f76-d50d4d8ce8c2/18.png\" data-asset-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" data-image-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 14\\qquad Mesh multiplier}}}\\]</em></p>\n<p>Een dergelijk model berekent zeer snel, zodat ontwerpers de detaillering van het constructie-element efficiënt kunnen herzien en de berekening opnieuw kunnen uitvoeren totdat aan alle verificatie-eisen is voldaan voor de meest kritische belastingscombinaties. Zodra aan alle verificatievereisten van deze voorlopige analyse is voldaan, wordt voorgesteld om de volledige ultieme belastingscombinaties op te nemen en een fijne mesh te gebruiken (de meshgrootte die door het programma wordt aanbevolen). Gebruikers kunnen de meshgrootte wijzigen met de vermenigvuldigingsfactor, die waarden kan aangepast worden van 0,5 tot 5 (Fig. 14).</p>\n<p>De basisresultaten en verificaties (spanning, rek en gebruik (d.w.z. de berekende waarde/limietwaarde van de code)), evenals de richting van de hoofdspanningen in het geval van betonelementen) worden weergegeven door middel van verschillende plots waarbij druk over het algemeen in rood wordt weergegeven en trek in blauw. Globale minimum- en maximumwaarden voor de hele constructie kunnen worden gemarkeerd, evenals minimum- en maximumwaarden voor elk door de gebruiker gedefinieerd onderdeel. In een apart tabblad van het programma kunnen geavanceerde resultaten zoals tensorwaarden, vervormingen van de constructie en wapeningsverhoudingen (effectief en geometrisch) die gebruikt worden voor het berekenen van de Tension Stiffening van wapeningsstaven getoond worden. Verder kunnen belastingen en reacties voor geselecteerde combinaties of belastingsgevallen worden weergegeven.</p>"
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"value": "<h3>Beton - UGT</h3>\n<p>Het betonmodel dat is geïmplementeerd in 3D CSFM is gebaseerd op de constitutieve relaties voor eenassige druk zoals voorgeschreven door EN 1992-1-1 voor het ontwerp van doorsneden, die alleen afhankelijk zijn van de druksterkte. Het parabool-rechthoek diagram zoals gespecificeerd in EN 1992-1-1 Cl. 3.1.7 (1) (Fig. 15a) wordt standaard gebruikt in 3D CSFM, maar ontwerpers kunnen ook kiezen voor een meer vereenvoudigde elastisch-plastische relatie volgens EN 1992-1-1 Cl. 3.1.7 (2) (Fig. 15b). De treksterkte wordt verwaarloosd, zoals in het klassieke ontwerp van gewapend beton.</p>\n<figure data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/48e6b672-8f00-481a-8f1c-87d1c46a175d/SS%20diagrams%20conc.png\" data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 15\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram}}}\\]</em></p>\n<p>De implementatie van 3D CSFM in <em>IDEA StatiCa Detail</em> houdt geen rekening met een expliciet bezwijkcriterium in termen van rek voor beton in druk (d.w.z. na het bereiken van de piekspanning wordt een plastische tak beschouwd met <sub>εcu2</sub> (<sub>εcu3</sub>) in een waarde van 5% terwijl EN 1992-1-1 uitgaat van een uiteindelijke rek van minder dan 0,35%). Met deze vereenvoudiging kan de vervormingscapaciteit van constructies die in druk bezwijken niet worden geverifieerd. Echter, hun uiteindelijke capaciteit <em><sub>fcd</sub></em> volgens EN 1992-1-1 3.1.3 wordt goed voorspeld wanneer de toename in brosheid van beton als de sterkte toeneemt wordt beschouwd door middel van de reductiefactor <em>\\(\\eta_{fc}\\)</em> gedefinieerd in <em>fib</em> Model Code 2010 als volgt:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>waarbij:</p>\n<p><em><sub>αcc</sub></em> de coëfficiënt is die rekening houdt met langetermijneffecten op de druksterkte en met ongunstige effecten die het gevolg zijn van de manier waarop de belasting wordt uitgeoefend. De coëfficiënt is volgens EN 1992-1-1 Cl. 3.1.6 (1). De standaardwaarde is 1,0.</p>\n<p><em><sub>fck</sub></em> is de cylindrische karakteristieke sterkte van beton (in MPa voor de definitie van <em>\\( \\eta_{fc} \\)</em>).</p>\n<h3>Wapening</h3>\n<p>Standaard wordt het bilineaire spanning-rekdiagram voor wapeningsstaven beschouwd zoals gedefinieerd in EN 1992-1-1, paragraaf 3.2.7 (Fig. 16). De definitie van dit diagram vereist alleen dat de basiseigenschappen van de wapening bekend zijn tijdens de ontwerpfase (sterkte en ductiliteitsklasse). Indien bekend, kan de werkelijke spanning-rek relatie van de wapening beschouwd worden. Het spanning-rekdiagram van de wapening kan gedefinieerd worden door de gebruiker, maar in dit geval is het onmogelijk om het <em>Tension Stiffening</em> effect te veronderstellen (het is onmogelijk om de scheurwijdte te berekenen). Het gebruik van het spanning-rekdiagram met een horizontale bovenste tak maakt het niet mogelijk om de constructieve duurzaamheid te verifiëren. Daarom is handmatige verificatie van de standaard vervormbaarheidseisen noodzakelijk.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\] \\[ \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\]</em></p>\n<p>Tension Stiffening (fig. 17) wordt automatisch in rekening gebracht door de spanning-rekrelatie van de wapeningsstaaf te wijzigen om de gemiddelde stijfheid van de staven in het beton (<em><sub>εm</sub></em>) weer te geven.</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 17 \\qquad Scheme of tension stiffening.}}}\\]</em></p>\n<p><br></p>"
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"value": "<p>De Compatible Stress Field Method (CSFM) voldoet aan moderne ontwerpnormen. Omdat de rekenmodellen alleen gebruik maken van standaard materiaaleigenschappen, kan het formaat van de veiligheidsfactoren die in de ontwerpnormen worden voorgeschreven, zonder enige aanpassing worden toegepast. Op deze manier worden de belastingen gefactoriseerd en de karakteristieke materiaaleigenschappen gereduceerd met behulp van de respectieve veiligheidscoëfficiënten die in de ontwerpnormen worden voorgeschreven, precies zoals bij conventionele betonberekeningen. Waarden van materiaalveiligheidsfactoren voorgeschreven in EN 1992-1-1 hfdst. 2.4.2.4 zijn standaard ingesteld, maar de gebruiker kan veiligheidsfactoren wijzigen in de Norm- en berekeningsinstellingen (Afb. 18).</p>\n<figure data-asset-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" data-image-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4cadae4a-9a8a-4f9b-935c-51395116ed4e/Material%20factors.png\" data-asset-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" data-image-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 18\\qquad De instelling van materiaalveiligheidsfactoren in Idea StatiCa Detail.}}}\\]</em></p>\n<p>De belastingsveiligheidsfactoren moeten door de gebruiker worden gedefinieerd in Combinatieregels voor elke niet-lineaire combinatie van belastingsgevallen (afb. 19). Voor alle templates die in <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">Idea StatiCa Detail</a> zijn geïmplementeerd, zijn veiligheidsfactoren al voorgedefinieerd.</p>\n<figure data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d2607d1-29e9-4dfd-80ef-db2ba7d172bf/Combination%20factors.png\" data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 19\\qquad De instelling van partiële belastingsfactoren in Idea StatiCa Detail.}}}\\]</em></p>\n<p>Door gebruik te maken van geschikte, door de gebruiker gedefinieerde combinaties van partiële veiligheidsfactoren, kunnen gebruikers met 3D CSFM ook rekenen met de globale weerstandsfactor methode (Navrátil, et al. 2017), maar deze aanpak wordt in de ontwerppraktijk nauwelijks gebruikt. Sommige richtlijnen bevelen het gebruik van de globale weerstandsfactor methode aan voor niet-lineaire analyses. Bij vereenvoudigde niet-lineaire analyses (zoals 3D CSFM), waarbij alleen die materiaaleigenschappen nodig zijn die in conventionele handberekeningen worden gebruikt, is het echter nog steeds wenselijker om het partiële veiligheidsformaat te gebruiken.</p>"
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"value": "<p>De verschillende door EN 1992-1-1 vereiste verificaties worden beoordeeld op basis van de directe resultaten van het model. UGT-verificaties worden uitgevoerd voor betonsterkte, wapeningssterkte en verankering (afschuifspanningen).</p>\n<p>De <strong>betonsterkte</strong> in druk wordt geëvalueerd als de verhouding tussen de maximale equivalente hoofdspanning σc<em><sub>,eq </sub></em>verkregen uit de FE-analyse en de grenswaarde σc<em><sub>,lim</sub></em> = <em><sub>fcd</sub></em>.</p>\n<p><strong>De equivalente hoofdspanning drukt de equivalente uni-axiale spanning uit voor een algemene tri-axiale spanningstoestand.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>De σc<em><sub>,eq</sub></em> waarde kan daarom direct worden vergeleken met de grenswaarden voor deuni-axiale sterkte volgens 1992-1-1 Cl. 3.1.7 (1).</p>\n<p>Deze uitdrukking is afgeleid van de toepassing van de Mohr-Coulomb plasticiteitstheorie, waarbij conservatief is aangenomen dat de hoek van inwendige wrijving φ <em>= 0°.</em></p>\n<p>De <strong>sterkte van de wapening</strong> wordt zowel in trek als in druk geëvalueerd als de verhouding tussen de spanning in de wapening bij de scheuren <em><sub>σsr</sub></em> en de gespecificeerde grenswaarde σs<em><sub>,lim</sub></em>:</p>\n<p>\\(σ_{s,lim} = \\frac{k \\cdot f_{yk}}{γ_s}\\qquad\\qquad\\textsf{\\small{for bilinear diagram with inclined top branch}}\\)</p>\n<p>\\(σ_{s,lim} = \\frac{f_{yk}}{γ_s}\\qquad\\qquad\\,\\,\\,\\,\\textsf{\\small{for bilinear diagram with horizontal top branch}}\\)</p>\n<p>waarin:</p>\n<p><em><sub>fyk</sub></em> de vloeigrens van de wapening is volgens EN 1992-1-1 Cl. 3.2.3,</p>\n<p><em>k</em> de verhouding is tussen de treksterkte <em><sub>ftk</sub></em> en de vloeispanning, \\(k = \\frac{f_{tk}}{f_{yk}}\\)</p>\n<p><em>γs</em><sub> is </sub>de partiële veiligheidsfactor voor wapening.</p>\n<p>De <strong>afschuifspanning van de aanhechting</strong> wordt onafhankelijk geëvalueerd als de verhouding tussen de bondstress <em><sub>τb</sub></em> berekend door FE-analyse en de uiteindelijke aanhechtsterkte <em><sub>fbd</sub></em><sub>,</sub> volgens EN 1992-1-1 hoofdstuk. 8.4.2:</p>\n<p>\\[\\frac{τ_{b}}{f_{bd}}\\le 1\\]</p>\n<p>\\[f_{bd} = 2.25 \\cdot η_1\\cdot η_2\\cdot f_{ctd}\\]</p>\n<p>waarbij:</p>\n<p><em><sub>fctd</sub></em><sub> </sub>de ontwerpwaarde is van de betontreksterkte volgens EN 1992-1-1 Cl. 3.1.6 (2). Vanwege de toenemende brosheid van beton met een hogere sterkte is <em>fctk</em><em><sub>,0.05</sub></em><sub> </sub>beperkt tot de waarde voor C60/75 volgens EN 1992-1-1 Cl. 8.4.2 (2)</p>\n<p><sub>η1</sub> is een coëfficiënt die verband houdt met de kwaliteit van de aanhechting en de positie van de staaf tijdens het betonstorten (Fig. 31).</p>\n<p><sub>η1</sub> = 1,0 wanneer 'goede' omstandigheden worden verkregen en</p>\n<p><sub>η1</sub> = 0,7 voor alle andere gevallen, tenzij kan worden aangetoond dat er 'goede' omstandigheden zijn.</p>\n<p><sub>η2</sub> is gerelateerd aan de staafdiameter:</p>\n<p><sub> η2</sub> = 1,0 voor Ø ≤ 32 mm</p>\n<p><sub> η2</sub> = (132 - Ø)/100 voor Ø > 32 mm</p>\n<figure data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aa307dc-3cd6-4d42-8dd8-d0ff97994677/Bond%20conditions.PNG\" data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 20\\qquad EN 1992-1-1 Figure 8.2 - Beschrijving van aanhechtingscondities.}}}\\]</em></p>\n<p>In IDEA StatiCa Detail wordt rekening gehouden met de omstandigheden volgens Fig. 20 c) en d). De betonstortrichting kan in de toepassing voor elk projectonderdeel als volgt worden ingesteld:</p>\n<figure data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png\" data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 21\\qquad Richting van betonstorten}}}\\]</em></p>\n<p>Deze controles worden uitgevoerd met betrekking tot de juiste grenswaarden voor de respectieve delen van de constructie (d.w.z. ondanks het feit dat er één klasse is voor zowel beton als wapeningsmateriaal, zullen de uiteindelijke spanning-rekdiagrammen verschillen in elk deel van de constructie vanwege verstijvings- en samendrukkingseffecten).</p>\n<p><strong>Totale kracht </strong><em><strong><sub>Ftot</sub></strong></em><strong> en limiet kracht </strong><em><strong><sub>Flim</sub></strong></em></p>\n<p>De totale kracht <em><strong><sub>Ftot</sub></strong></em> is een resultaat van de eindige-elementenanalyse en kan op twee manieren worden gedefinieerd.</p>\n<p>\\[F_{tot}=A_{s}\\cdot \\sigma_{s}\\]</p>\n<p>waarbij<em><sub>As</sub></em> de oppervlakte van de wapeningsstaaf is en <em><sub>σs</sub></em> de spanning in de staaf.</p>\n<p>Of als een som van de verankeringskracht<em><sub>Fa </sub></em>en de aanhechtingskracht <em><sub>Fbond</sub></em><em>.</em></p>\n<p>\\[F_{tot}=F_{a}+F_{bond}\\]</p>\n<p>waarbij<em><sub>Fa</sub></em> de werkelijke kracht in de verankeringsveer is en <em><sub>Fbond</sub></em> de aanhechtingskracht die kan worden verkregen door de aanhechtspanning <em><sub>τb</sub></em> te integreren langs de lengte van wapeningsstaaf <em>l.</em></p>\n<p>\\[F_{bond}=C_{s} \\cdot \\int_{0}^{l}\\tau_{b}\\left( x \\right)dx\\]</p>\n<p><sub>Cs</sub> is de omtrek van de wapeningsstaaf.</p>\n<p>De limiet kracht <em><strong><sub>Flim</sub></strong></em> is de maximale kracht in het element van de wapening, rekening houdend met de <strong>uiterste sterkte</strong> van de wapening en ook met <strong>de verankeringsomstandigheden </strong>(verbinding tussen beton en wapening en verankeringshaken, lussen, enz.)</p>\n<p>\\[F_{lim}=min\\left( F_{lim,bond}+F_{au},F_{u} \\right)\\]</p>\n<p>\\[F_{u}=k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{au}=\\beta\\cdot k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{lim,bond}=C_{s}\\cdot l \\cdot f_{bd}\\]</p>\n<p>waarbij <sub>Cs</sub> de omtrek van de wapeningsstaaf is en <em>l</em> de lengte vanaf het begin van de wapening tot aan het punt dat van belang is.</p>\n<figure data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png\" data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 22\\qquad Definitie van limiet kracht Flim}}}\\]</em></p>\n<p><br></p>\n<p>\\[F_{lim,2}=F_{lim,1}+F_{lim,add}\\]</p>\n<p>waarbij<em><sub>Flim,add</sub></em> de extra kracht is die berekend wordt uit de grootte van de hoek tussen naburige elementen.<em><sub>Flim,2</sub></em> moet altijd lager zijn dan<em><sub>Fu</sub></em>.</p>\n<p>De beschikbare <strong>verankeringstypes</strong> in 3D CSFM omvatten een rechte staaf (d.w.z. zonder reductie van het ankereinde), bocht, haak, lus, gelaste dwarsstaaf, perfecte verbinding en doorlopende staaf. Al deze types, samen met de respectievelijke verankeringscoëfficiënten β, worden getoond in Fig. 23 voor langswapening en in Fig. 24 voor beugels. De waarden van de aangenomen verankeringscoëfficiënten zijn in overeenstemming met EN 1992-1-1 paragraaf 8.4.4 Tab. 8.2. Er dient opgemerkt te worden dat ondanks de verschillende beschikbare opties, 3D CSFM drie types verankeringseinden onderscheidt: (i) geen reductie van de verankeringslengte, (ii) een reductie van 30% van de verankeringslengte in het geval van een genormaliseerde verankering en (iii) perfecte aanhechting.</p>\n<figure data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b16975dc-aeea-4e7e-bfc7-23a8f8b28c7e/Available%20anchorage%20types%20for%20longitudinal%20rebars.png\" data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 23\\qquad Beschikbare verankeringstypes in 3D CSFM:}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{(a) recht; (b) bocht; (c) haak; (d) lus; (e) gelast; (f) perfecte aanhechting; (g) doorgaande staaf.}}}\\]</em></p>\n<figure data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/86ffb525-5912-4a7f-9576-fff17481b7a1/Available%20anchorage%20types%20for%20stirrups.png\" data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad Beschikbare verankeringstypes en respectievelijke verankeringscoëfficiënten voor beugels.}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Gesloten beugels: (a) haak; (b) bocht; (c) overlap. 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"value": "<h1>Constructief ontwerp van betonnen 3D discontinuïteiten in IDEA StatiCa Detail</h1>\n<h2>Inleiding tot de 3D CSFM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het constructief ontwerp van betonnen 3D details</a> </p>\n<p><a href=\"#main-assumptions-and-limitations\">Belangrijkste aannames en beperkingen</a> </p>\n<p><a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Mohr-Coulomb plasticiteitstheorie implementatie in 3D CSFM</a> </p>\n<p><a href=\"#general-mechanics-assumptions-for-3D-CSFM\">Algemene mechanica aannames voor 3D CSFM</a></p>\n<h2>Analysemodel van IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Inleiding tot eindige-elementenimplementatie</a> </p>\n<p><a href=\"#finite-element-types\">Eindige-elemententypen</a> </p>\n<p><a href=\"#load-transfer-devices\">Belastingoverdrachtsapparaten</a> </p>\n<p><a href=\"#concrete-meshing-in-3D-CSFM\">Meshing in 3D CSFM</a> </p>\n<p><a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Oplossingsmethode en belastingscontrolealgoritme voor 3D CSFM</a> </p>\n<p><a href=\"#presentation-of-3D-results\">Presentatie van 3D-resultaten</a> </p>\n<p><a href=\"#model-imported-from-idea-statica-connection\">Model geïmporteerd uit IDEA StatiCa Connection</a></p>\n<h2>Model verificatie</h2>\n<p><a href=\"#limit-states\">Grenstoestanden</a></p>\n<h2>Constructieve controles volgens Eurocode</h2>\n<p><a href=\"#material-models-in-3D-CSFM\">Materiaalmodellen in 3D CSFM</a> </p>\n<p><a href=\"#partial-safety-factors\">Gedeeltelijke veiligheidsfactoren</a> </p>\n<p><a href=\"#ultimate-limit-state-checks\">Uiteindelijke grenstoestandscontroles</a></p>\n<h1><br>\n</h1>\n<h1>Inleiding tot de 3D CSFM methode</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n48d672d9_9653_0102_6a5a_46e3685515b0\"></object>\n<object type=\"application/kenticocloud\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n75fda0bb_122a_01ea_ce45_2cd26365d44f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___partial_safety_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dee6e007_a8d5_01b8_a075_230161127493\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___ultimate_limit_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<h2>Verificaties en validaties</h2>\n<p><a data-item-id=\"e081c56f-acc4-4fb8-9cd1-baade3696435\" href=\"\">Eenheidstest: Verankering</a></p>\n<p><a data-item-id=\"d13f72cd-bd14-4d68-88c9-356feb036305\" href=\"\">Eenheidstest: Eenvoudige buigproef op trilbalken</a></p>\n<p><a data-item-id=\"c816c6e4-7ccd-49a9-8487-9c0740fb6489\" href=\"\">Eenheidstest: Afschuifproeven in liggers met weinig beugels</a></p>\n<p><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\">Tri-axiale spanning - het actieve opsluitingseffect</a></p>\n<p><a data-item-id=\"2cc2c336-cd6b-49b0-bd2a-a0c3b88f9787\" href=\"\">Kolommen onderworpen aan hoge drukbelasting - Passief opsluitingseffect</a></p>\n<p><a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">Uittrekgedrag van gegoten ankers met verschillende inbeddiepten</a></p>\n<h3>Referenties</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr-Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412-419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb-Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853-887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630-634.</li>\n</ol>"
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"value": "<h3>Inleiding</h3>\n<p>Laten we aan het begin van deze tekst definiëren waar de toepassing voor is. In de huidige versie hebben we alleen hulpmiddelen ontwikkeld en de oplossing geverifieerd voor <strong>het verankeren van staalconstructies in eenvoudige blokken gewapend beton</strong>.</p>\n<p>De volgende tekst is verdeeld in twee delen: beperkingen van de toepassing en methode zelf, en beperkingen van de import uit IDEA StatiCa Connection.</p>\n<h3>Beperkingen van de toepassing</h3>\n<h4>Gewapend beton</h4>\n<p>De <strong>3D-CSFM is niet ontworpen voor ongewapend beton of licht gewapend beton</strong>. In dit geval kan het resultaat van de berekening leiden tot misleidende resultaten of afwijken van de niet-lineaire berekening.</p>\n<p>Je kunt meer lezen in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.</p>\n<p>De belangrijkste reden waarom <strong>alleen</strong> elementen <strong>van gewapend beton</strong> gemodelleerd moeten worden in de toepassing is dat de treksterkte van beton verwaarloosbaar is. Alle trekspanning moet daarom worden overgebracht door wapening.</p>\n<p>De tweede reden is: In IDEA StatiCa Detail 3D wordt breukmechanica niet gebruikt. Het model simuleert geen expliciete scheurgroei en maakt geen gebruik van breukmechanische parameters van beton (G_f, K_IC, vorm van het breukvlak). Beton wordt gemodelleerd als een ductiel materiaal met een horizontale plastische tak in samendrukking - zodra de grensdrukspanning is bereikt, blijft de spanning constant en blijven alleen de spanningen toenemen tot een voorgeschreven limiet. Bijgevolg kan Detail 3D de plastische herverdeling van spanningen en vervormingen in D-regio's vastleggen, maar het modelleert niet expliciet brosse bezwijkmechanismen die door breukmechanica worden beheerst (bv. zuiver afschuivingsfalen van gewoon beton, onstabiele voortplanting van een enkele dominante scheur, enz.)</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Kortom, je modellen moeten voldoen aan de definitie van gewapend beton zoals gepresenteerd in internationale normen. <strong>Volg de detailleringsregels en verkrijg correcte resultaten</strong>.</p>\n<h4>Uiteindelijke grenstoestand</h4>\n<p>Alle berekeningen en normcontroles zijn <strong>alleen</strong> geïmplementeerd voor <strong>ULS</strong>. De definitie van materialen en de manier van berekenen zelf moeten anders zijn voor SLS. Je kunt dit verschil zien in de Detail 2D.</p>\n<h4>Compression softening</h4>\n<p>Laten we eerst definiëren wat Compression softening is:<strong> Beton in druk in een richting verliest sterkte en stijfheid wanneer er trek ontstaat in de andere richting, d.w.z. wanneer er grote transversale trekrekken aanwezig zijn.</strong></p>\n<p>In gevallen waar de weerstand wordt bepaald door een compressiestut (compressiediagonaal) die door gescheurd beton loopt, heeft Detail 3D de neiging om de capaciteit te overschatten (d.w.z. enigszins niet-conservatief te zijn) als het resultaat direct wordt geïnterpreteerd als de werkelijke uiteindelijke capaciteit.</p>\n<p>Om deze redenen is de 3D-module alleen geschikt voor het verifiëren van de sterkte van verankeringen in eenvoudige gewapende betonblokken.</p>\n<p>Hoewel het mogelijk is om bijvoorbeeld een paalkap te modelleren met steunen op een klein oppervlak, is de verificatie niet betrouwbaar omdat het compression softening effect significant wordt, vooral bij ponsgerelateerde problemen. Dezelfde situatie kan zich voordoen in het geval van een dunne plaat waarop een kolom is geplaatst en in andere soortgelijke gevallen.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Voor deze situaties is het nodig om compression softening te implementeren, wat momenteel alleen beschikbaar is in de 2D-module. <strong>Daarom kan de 3D-module alleen worden gebruikt voor het controleren van betonelementen waarbij dit effect geen invloed heeft.</strong></p>\n<h4>Ankercontrole</h4>\n<p>Het element van het anker is gedefinieerd als zijnde in staat om normale trek- of drukkrachten en afschuifkrachten over te brengen, waarbij ook rekening wordt gehouden met de buigstijfheid zoals beschreven in de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.</p>\n<p>We ondersteunen op code gebaseerde controles volgens de relevante normen <strong>(alleen EN</strong>), daarom kan IDEA StatiCa Detail onafhankelijk worden gebruikt voor de beoordeling van ankers (ankers, wapening, beton).</p>\n<p>Geïmplementeerde codes: <strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1</strong></p>\n<p>Voor het controleren van andere verbindingsonderdelen (lassen, platen, enz.) moet je IDEA StatiCa Connection gebruiken, waar je ook de volledige ankercontrole voor gewoon beton kunt uitvoeren. De verankering in Verbinding - samen met de toegepaste krachten - kan worden geëxporteerd in Detail voor aanvullend ontwerp van wapening.</p>\n<p><strong>Voor ACI- en Australina-codes</strong> zijn de codecontroles van ankers in afschuiving en in afschuiving en trek nog<strong> niet geïmplementeerd </strong>, daarom is het altijd nodig om beide applicaties te gebruiken voor uitgebreide codecontroles van ankers.</p>\n<h4>Overturning</h4>\n<p>Als de ingevoerde belasting het kantelen van het model veroorzaakt, zal het model doorrekenen tot de divergentie of het bereiken van een criterium. Dit duurt meestal lang en je krijgt het volgende resultaat:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Het percentage van de overgedragen belasting wordt weergegeven. Bovendien wordt in Hulpresultaten extreme vervorming getoond.</p>\n<p>Workaround: Het is aan te raden om elk model eerst te berekenen met de vermenigvuldiger van de standaard maaswijdte ingesteld op een hoge waarde (4-5). Deze vermenigvuldiger kan worden gevonden in Instellingen -> Mesh-instellingen. De berekening gaat dan snel en je kunt zien of de kanteling het probleem is of niet.</p>\n<p>Het is noodzakelijk om te controleren of het eigengewicht van het betonblok is meegenomen, omdat dit kan voorkomen dat het model kantelt. Let op: bij het importeren vanuit de Connection-toepassing wordt het eigengewicht <strong>niet</strong> automatisch in het model ingevoerd - zie de tekst hieronder voor meer informatie.</p>\n<h3>Beperkingen van importeren vanuit Connection</h3>\n<h4>Contacten</h4>\n<p>In het algemeen wordt de invoer van krachten die op de voetplaat werken door <strong>contact </strong>met een andere stalen plaat niet ondersteund. Dit geldt zowel voor de rand-oppervlaktecontacten als de oppervlakte-oppervlaktecontacten. Lees meer <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"in this article\">in dit artikel</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Verankering door staaf</h4>\n<p>Alleen modellen die verankerd zijn via de voetplaat kunnen correct geïmporteerd worden in de detailtoepassing. Voor modellen waarbij staven rechtstreeks met betonblokken zijn verbonden, wordt de verbindingsplaat van het lid met ankers zonder belastingen geïmporteerd.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Eigengewicht wordt niet automatisch toegevoegd</h4>\n<p>Het eigengewicht wordt niet automatisch berekend/toegevoegd. Het moet handmatig worden opgenomen in het project voor het detail. Dit kan vooral van invloed zijn op de verificatie van de verankering aan de fundering, waarbij het niet in aanmerking nemen van het eigengewicht kan leiden tot het kantelen van de fundering, zoals vermeld in de paragraaf hierboven.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33acc014_de09_0141_8b7b_a8eb6507d677\"></object>\n<h4>Niet-ondersteunde verankeringstypes voor export</h4>\n<p>Haakankers worden niet ondersteund in Detail. In plaats daarvan wordt een anker met ankerplaat gebruikt in het geëxporteerde bestand.</p>\n<p>De volgplaat wordt gemodelleerd als een plaatschalenelement dat direct aan de ankerschacht is bevestigd en de belasting uitsluitend via drukcontact op het beton overbrengt. De plaat zelf wordt lineair gemodelleerd, zonder plasticiteit, en wordt niet onderworpen aan weerstandscontroles. Aangezien de schacht <strong>geen verbindingssterkte</strong> heeft, wordt de volledige belasting op het beton overgebracht via de volgplaat. Meer informatie over ankertypes is te vinden in het artikel: <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Enkele anker definitie</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e872ab36_b6c8_01ec_a205_c8f7bddf5865\"></object>\n<h4>Niet-ondersteunde combinaties voor ankertypes</h4>\n<p>De Detail app ondersteunt het combineren van kopankers of wapening met andere ankertypes niet. Deze ankertypes worden niet meegenomen in de uitvoer. Meer over plaatopties kun je vinden in het artikel: <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Verankeringsplaten opties</a>.</p>\n<h4>Geïmporteerde belastingen en door de gebruiker ingevoerde belastingen combineren</h4>\n<p><strong>Geïmporteerde belastingen en door de gebruiker ingevoerde belastingen kunnen niet worden gecombineerd binnen één model</strong>. Vanwege de redenen beschreven in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>. Ankers worden losgekoppeld van de voetplaten geïmporteerd. Als u een door de gebruiker gedefinieerd belastingsgeval maakt, is het duidelijk dat de belasting niet correct wordt overgedragen.</p>\n<p>Workaround: Kopieer het geïmporteerde Projectitem, verwijder alle geïmporteerde belastingen, verbind alle ankers met de grondplaat en voer vervolgens je door de gebruiker gedefinieerde belastingsgeval in.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4af65f2c_9060_0112_e951_5dce1263ea8e\"></object>\n<h4>Meer betonblokken</h4>\n<p>Er wordt <strong>slechts één betonblok</strong> ondersteund in Detail. Het betonblok kan echter worden aangepast met behulp van het Negatieve volume, het Snijvlak en de bewerking Knippen. Zo is het mogelijk om complexere vormen te modelleren, zoals sokkels, verlengstukken van funderingsstroken, verankering naast openingen, enz.</p>\n<p>Het is ook mogelijk om twee onafhankelijke betonblokken van Connection te importeren, die in Detail worden geïmporteerd als twee modelentiteiten die verder kunnen worden aangepast met de snijbewerking.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddcdaae3_54d3_0144_4d49_f12bbe7c1278\"></object>\n<h4>Meer dan één voetplaat in één blok</h4>\n<p>Het exporteren van meer grondplaten in één blok wordt ondersteund, <strong>hoewel het niet wordt aanbevolen om zogenaamde randverankeringen te importeren</strong>.</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>In de toepassing Verbinding wordt beton op een vereenvoudigde manier gemodelleerd met behulp van de ondergrond van Winkler. 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"value": "<p>Verankering in een gewoon betonblok kan gemodelleerd en gecontroleerd worden in IDEA StatiCa Connection. Voor bepaalde gevallen, zoals verankering nabij de rand, is het ontwerp onvoldoende vanwege mogelijke faalwijzen en is extra wapening vereist. Hoewel deze mogelijkheid niet beschikbaar is binnen de Connection-applicatie, is het mogelijk om direct door te gaan naar de Detail-applicatie.</p>\n<p>3D Detail is gericht op het oplossen van verankeringen in betonblokken en de analyse van zowel de verankeringselementen als het betonblok zelf. Bovendien is er een directe koppeling geïmplementeerd tussen de Connection- en Detail-toepassingen om het proces te vereenvoudigen. Gebruikers van Connection die <strong>verankeringen</strong> ontwerpen <strong>volgens Eurocode of AISC</strong> kunnen <strong>hun model met één druk op de knop importeren van Connection naar het geavanceerde 3D Detail</strong>.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<ul>\n <li>Importeren is alleen toegestaan voor verankeringen. Als het Connection-model geen betonblok bevat, is de export naar Detail uitgeschakeld (\"RC-controle\").</li>\n <li>Het model in Connection moet worden berekend. Als er geen resultaten beschikbaar zijn, is het pictogram voor exporteren (\"RC-controle\") uitgeschakeld. Voor exportfunctionaliteit is het ook nodig om geldige licenties te hebben voor concrete toepassingen. Anders wordt de exportoptie weer uitgeschakeld.</li>\n <li>Voor de import/export is slechts één betonblok toegestaan.</li>\n <li>Sommige ankertypes worden niet ondersteund voor import en we raden ook af om zogenaamde randverankeringen te exporteren. <strong>Een gedetailleerd overzicht van de beperkingen vindt u in het artikel:</strong> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperkingen voor 3D Detail</a></li>\n</ul>\n<h3>De verbinding wordt geïmporteerd, inclusief</h3>\n<ul>\n <li>Het betonblok</li>\n <li>Ankers</li>\n <li>De voetplaten</li>\n <li>Belastingen</li>\n</ul>\n<p>Aanvullende informatie en parameters die worden ingesteld volgens de overeenkomstige instellingen in de Aansluiting:</p>\n<ul>\n <li>Schuifoverdracht (via Ankers, Schuifogen en Wrijving)</li>\n <li>Materiaal</li>\n <li>Type verankering</li>\n <li>Verankeringstype aan het uiteinde</li>\n <li>Wrijvingscoëfficiënt</li>\n</ul>\n<p>De mogelijke configuraties en typen ankers die kunnen worden geëxporteerd, zijn te vinden in de volgende artikelen:</p>\n<p><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Ankertypes</a></p>\n<p><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Basisplaat opties</a></p>\n<h3>Stap voor stap exporteren van Connection naar Detail</h3>\n<p>Maak eerst een verankeringsmodel in Connection volgens Eurocode/AISC en klik op de knop Calculate.</p>\n<p>Als er resultaten zijn, wordt het exporteren van de voet ingeschakeld. Door op de knop<strong>\"RC Check\"</strong> in het lint te klikken, verschijnt een dialoogvenster waarin wordt gevraagd naar de locatie en de naam van het nieuw aangemaakte detailbestand.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Na een succesvolle export wordt het project in Detail aangemaakt. De geometrie van het betonblok en de voetplaat, de positie en eigenschappen van ankers en de belasting worden automatisch overgebracht naar Detail. De oppervlakteondersteuning aan de onderzijde van het betonblok wordt automatisch aangemaakt.</p>\n<p><em>Opmerking: Het is alleen nodig om de instellingen in de Z-richting te controleren. (Voor funderingsvoeten gebruiken we </em><a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><em>alleen druk </em></a><em>met de instelling van de grondstijfheid; voor een doorgaande constructie kunnen we ook trekondersteuning inschakelen).</em></p>\n<p>Het lastigste deel van dit proces is het importeren van de belasting. Voor elk berekend belastingseffect in Connection worden automatisch het bijbehorende belastinggeval en de ULS-combinatie gemaakt in Detail.</p>\n<ul>\n <li>De basisplaat wordt belast door <strong>krachten in lassen,</strong> die worden gemodelleerd als een <strong>Groep van krachten. </strong>Voor de belasting van de basisplaat zelf wordt de geïmporteerde belasting weergegeven door een groep krachten die de spanningen in lassen tussen de basisplaat en stalen staven in het verbindingsmodel volgt.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n <li>Ankers worden onafhankelijk van de voetplaat gemodelleerd en belast, en ze worden axiaal belast door puntbelastingen. De belasting van ankers wordt in de scène weergegeven door een dubbel aantal pijlen in tegengestelde richtingen. Eén pijl vertegenwoordigt de trekkracht die alleen op de bovenkant van het anker werkt. De andere pijl vertegenwoordigt de drukkracht die op de voetplaat werkt.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Het selectievakje \"Overdracht van axiale krachten\" is standaard uitgeschakeld omdat de ankers rechtstreeks door krachten worden belast.</p>\n<p><em>Opmerking: </em><em><strong>De volgende figuur is niet van toepassing op ingegoten platen, waar de overdracht van axiale krachten correct wordt aangevinkt na export. De reden hiervoor is te vinden in de </strong></em><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em><strong>Theoretische achtergrond</strong></em></a><em><strong>.</strong></em></p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n <li>Schuifkracht wordt volgens de instelling in Connection overgebracht door een van de opties - ankers, schuifogen of wrijving. Als de dwarskracht wordt overgebracht door ankers, kun je specifieke ankers uitschakelen door het selectievakje \"Overbrengen van dwarskracht\" uit te schakelen.</li>\n <li><strong>Als wrijving of afschuifogen zijn ingesteld, wordt in het model nooit rekening gehouden met afschuiving in de ankers. (Zelfs als het selectievakje is ingeschakeld).</strong></li>\n</ul>\n<p>Voeg vervolgens de vereiste wapening toe met behulp van de hierboven genoemde hulpmiddelen en bereken het model. <strong>Vergeet niet de </strong><a data-item-id=\"28fda422-6776-422c-95fb-6a969235d0c0\" href=\"\"><strong>ontwerpsterkte</strong></a><strong> voor lijmankers in</strong> <strong>te stellen volgens de parameters van de fabrikant.</strong></p>\n<p>Het is ook een goed idee om te controleren of de gespecificeerde belasting het betonblok niet zal doen kantelen. Omkantelen kan worden voorkomen door zelfgewicht of voldoende samenpersende normaalkracht. Als de resulterende verticale kracht positief is (het blok wordt van de steun getild), zal de berekening ook mislukken.</p>\n<p>Omdat het beton niet op trek werkt, zal de bekleding tussen de onderste wapening en de steun loskomen.</p>\n<p>Een grondige uitleg van de geïmporteerde krachten die op de voetplaat of ankers werken en die in de onderstaande figuur worden weergegeven, is te vinden in de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.</p>\n<p><em>Opmerking: Uitgebracht in IDEA StatiCa versie 24.1. voor EN. Geleidelijk verbeterd door het implementeren van AISC, het toevoegen van opties voor verankeringselementen en het verfijnen van de beperkingen. Dit artikel, inclusief de volledige functionaliteit, is van toepassing vanaf versie 25.1.1. 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projectitems en materialen</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Multiselect in Verbinding</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Snelle app-reactie met snelle annulering van berekeningen</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/project-item-and-material-management#buckling-in-every-project\">Berekeningen in het backstage menu</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Theoretical-background-in-Report-updated\">Theoretische achtergrond in het rapport</a> in het Italiaans en Portugees</li>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-import-a-plate-from-dxf#Smooth-import-of-plate-shape-from-dxf\">Vloeiend importeren van plaatvormen uit DXF</a></li>\n <li><a 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{
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{
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{
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{
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"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
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{
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{
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{
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{
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{
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{
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{
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{
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"value": "<h2>Versiecompatibiliteit</h2>\n<p>De IDEA StatiCa softwareversie (bijvoorbeeld 22.1.3.0789) wordt beschreven door een nummer dat wordt weergegeven door de hoofdversie (22), de kleine versie (.1), het patchnummer (.3) en het buildnummer (.0789).</p>\n<p>Elke major- en minorversie van IDEA StatiCa-toepassingen verandert projectgegevens en maakt het gebruik ervan in de vorige versies onmogelijk. Dit betekent dat als je een project maakt of opslaat in versie 22.1, je het niet kunt openen in 22.0.</p>\n<p>Patches binnen dezelfde versie zijn echter compatibel, dus als je een project maakt of opslaat in patch 22.1.3, kun je het nog steeds openen in patch 22.1.0.</p>\n<p>De clouddiensten, zoals de <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, genereren altijd projectbestanden in de laatste IDEA StatiCa versie en patch die is uitgebracht.</p>\n<h2>Een oud project openen in een nieuwere versie</h2>\n<p>Modellen die ontworpen zijn in oudere versies van IDEA StatiCa kunnen verschillen vertonen wanneer je een upgrade uitvoert naar de nieuwste versie. Bij het upgraden naar een nieuwere versie van het programma kun je te maken krijgen met enkele verschillen die samenhangen met het openen van modellen die zijn gemaakt in oudere versies.</p>\n<p>Lees om op de hoogte te blijven de <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">release notes</a> voor elke uitgebrachte grote en kleine versie, samen met patch-updates en <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijsten van opgeloste bugs</a>.</p>\n<p>Hieronder vindt u een lijst met de belangrijkste wijzigingen voor elke nieuwe versie van het programma die kunnen leiden tot enkele wijzigingen in de resultaten:</p>\n<h3>Wijzigingen in versie 25.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update van de FEM mesh voor CHS-elementen</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Getrapte analyse in Staaf</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Knikberekening van modellen met pennen</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Waarschuwing voor grote vervorming</a></li>\n</ul>\n<p>BETON</p>\n<p>Er zijn een aantal essentiële verbeteringen aangebracht in het onderliggende analysemodel. Het ankergaas is verfijnd, de bindingsstijfheid is opnieuw gekalibreerd en het hele systeem van beperkingen tussen ankers en betonblok is verbeterd om het werkelijke belasting-slipgedrag beter weer te geven. Daarnaast is de contactinteractie die het dragen van ankers tegen beton onder afschuifbelasting weergeeft, afgestemd op basis van intern onderzoek, verschillende onderzoeken en richtlijnen van de norm. Al met al verbeteren deze verfijningen het realisme van het mechanisme voor lastoverdracht, wat betekent dat de resultaten kunnen verschillen van eerdere versies - ze zijn meestal realistischer en minder conservatief, terwijl ze veilig blijven.</p>\n<p>Lees de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">volledige lijst met verbeteringen</a> in Release notes IDEA StatiCa 25.1.</p>\n<h3>Wijzigingen in versie 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrisch niet-lineaire analyse</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Smeerzone voor lassen</a></li>\n</ul>\n<p>Lees de <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 25.0.</p>\n<h3>Wijzigingen in versie 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatische codeselectie voor verankeringscontrole</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing rond bout- en pengaten verbeterd</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is uit BETA</a> en geverifieerd voor verankering</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Overdracht van afschuiving</a> door ankers, afschuifogen en wrijving</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Zijdelingse torsiebuiging</a> (alleen Eurocode)</li>\n</ul>\n<p>Lees de <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 24.1.</p>\n<h3>Wijzigingen in versie 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Waarschuwing voor belasting buiten het oppervlak in het element</a> (patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Verleng het lid met de snijbewerking</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Nauwkeurige berekening van de schuifweerstand van platen</a> (patch 23.1.2)</li>\n</ul>\n<p>BIM en CLOUD SERVICES</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Gratis constructief ontwerp hub voor alle ondersteunde FEA en CAD</a>, en beëindiging van de gratis Viewer plugins</li>\n</ul>\n<p>Lees de <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 24.0.</p>\n<h3>Wijzigingen in versie 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Lassen - autodesign, invoer, waarschuwingen, visualisatie</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Invoer en visualisatie van schuifkrachtpositie</a> (sinds patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Vermindering van de vloeigrens voor holle profielen van hogesterktestaal</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Waarschuwing voor lassen en bouten die dezelfde platen verbinden</a> (sinds patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Herkenning van opvulplaat (pakkingplaat)</a> (sinds patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Verbeterde detaillering voor bouten en lassen in Eurocode</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beperkingen voor controles van ankers</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Gedetailleerde berekening van materiaalwaarden voor verbindingsontwerp weergegeven in de resultatentabel van de platen</a></li>\n <li>AISC staal- en boutkwaliteitsmaterialen voor AISC360-22 (sinds patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singulariteitsdetectie in Member</a> (sinds patch 23.0.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vooruitgang in interactiecodecontrole in RCS</a> (sinds patch 23.0.2)</li>\n</ul>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Release notes IDEA StatiCa 23.1</a>.</p>\n<h3>Veranderingen in versie 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismisch voorgekwalificeerde verbindingen voor AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Bijwerken van ANSI/AISC 360-22, CSA S16:19-normen en Taiwain-secties</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met stand-off</a> (sinds patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige balken en ankers</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Verbeterde detaillering voor bouten en lassen in Eurocode</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beperkingen voor controles van ankers</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in staven- en verbindingsmodellen</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting extreme selectie</a> (sinds patch 22.1.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Functie voor beperkte spanningscontrole in Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementatie van langetermijnverliezen in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen voor keizerlijke afronding in Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a> (sinds patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in betonnen Lid</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbeteringen in interactiecodecontrole in RCS</a> (sinds patch 23.0.2)</li>\n</ul>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Release notes IDEA StatiCa 23.0</a>.</p>\n<h3>Wijzigingen in versie 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Hoek ten opzichte van de nerf van de staal-houtverbindingen</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA-oplosser uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Release notes IDEA StatiCa 22.1</a>.</p>\n<h3>Wijzigingen in versie 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Standaard evenwichtsbelastingen</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vermoeiingsanalyse - hoe de resultaten worden weergegeven</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing doorgaande bouten voor holle profielen</a></li>\n <li>Verbinding Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update van excentriciteitsdefinitie van een normaalkracht voor betonnen kolommen volgens Eurocode</a></li>\n</ul>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Release notes IDEA StatiCa 22.0</a>.</p>\n<h3>Wijzigingen in versie 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Opties voor lagertype voor bouten in versie 21.1 en volgende</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Specifieke lascontroles volgens Eurocode (EN) en Indiase norm (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Update slipweerstandscontrole volgens SP 16</a></li>\n</ul>\n<p>Gebruikers van <strong>Template Manager</strong> kunnen versie 21.1 gebruiken om <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">hun ontwerpen over te brengen naar de nieuwe Verbindingsbibliotheek</a>.</p>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Release notes IDEA StatiCa 21.1</a>.</p>\n<h3>Wijzigingen in versie 21.0</h3>\n<p>De grootste verandering sinds versie 21.0 is in het analysemodel van leden in Verbinding, lees het artikel <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Geüpdatete CBFEM solver</a>, en het blogbericht <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Condensed superelements - invisible but essential</a>. De impact van de wijzigingen wordt ook beschreven in het artikel <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Verbeteringen in het analysemodel in IDEA StatiCa versie 21.0</a>.</p>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Release notes IDEA StatiCa 21.0</a>.</p>\n<h3>Wijzigingen in versie 20.1</h3>\n<p>Hier wijzen we op artikelen die de belangrijkste verschillen tussen de oudere en nieuwere versie beschrijven.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Verbeterd model van contacten</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Verbeterd model van stompe lassen</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Draagafstanden van bouten voor Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentriciteit verbindingsplaat</a></li>\n</ul>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes IDEA StatiCa Steel 20.1</a> en <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Release notes IDEA StatiCa Concrete 20.1</a>.</p>\n<h3>Wijzigingen in versie 20</h3>\n<p><strong>Schoenmakerijbewerking refactoring</strong></p>\n<p>In de vorige versie zorgde de vervaardiging van schoenplaten er soms voor dat de benen van L-profielen verwisseld werden, meestal terwijl de elementen geroteerd werden langs de lengteas. Vanaf nu worden de L-profielen correct gepositioneerd en blijft de oriëntatie van de benen hetzelfde terwijl rotatie aan het element wordt toegevoegd. Het nieuwe mechanisme erachter is gebaseerd op de nieuwe positionering van het element (door zijn LCS-coördinaten - in plaats van zijn rotaties).</p>\n<p><strong>Lokale coördinatensystemen van elementen in FEA/CAD-toepassingen</strong></p>\n<p>Alle member-entiteiten in FEA/CAD-toepassingen worden zo gemaakt dat hun definitie-as een begin- en eindpunt heeft. Deze twee punten worden genomen als een vector om het lokale coördinatensysteem van het lid te definiëren. In elk project van een FEA/CAD-toepassing worden deze gegevens opgeslagen en kunnen ze gebruikt worden tijdens het importeren. We hebben daar gebruik van gemaakt en het helpt om de correctheid van onze BIM link geometrie import te verbeteren. Aan de andere kant verandert het de regels van het spel en moet de gebruiker aandacht besteden aan de manier waarop het model is gemaakt in FEA/CAD, omdat dit ook invloed heeft op het CBFEM verbindingsmodel. We raden aan om op te letten bij het importeren van FEA/CAD-projecten in versie 20, omdat het lokale coördinatensysteem van de leden het model kan veranderen en het verschil met het model dat in de vorige versies is geïmporteerd groot is.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"\"></figure>\n<p><strong>Compatibiliteit toepassingsprojecten</strong></p>\n<p>IDEA StatiCa Member applicatie doorloopt agile ontwikkeling, vooral de dataopslagarchitectuur en de geleide gebruikersinterface. Op basis hiervan is het duidelijk dat de projecten die zijn gemaakt in de oudere versies mogelijk niet correct worden geopend in versie 20 of dat de applicatie ze niet kan openen. Houd hier rekening mee en verontschuldig IDEA StatiCa voor het ongemak.</p>\n<p>Lees de volledige lijst met verbeteringen in <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Release notes IDEA StatiCa Steel 20.0</a> en <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Release notes IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Wijzigingen in versie 10.1 en ouder</h3>\n<p>Een van de redenen achter de nieuwe GUI is dat veel engineers zeiden: \"IDEA StatiCa Connection moet foutbestendiger worden\". Deze \"fouten\" zijn meestal gerelateerd aan:</p>\n<ul>\n <li>Het instellen van de juiste <strong>lengte van staven</strong> - bij extreem korte of lange staven kan dit de resultaten enorm beïnvloeden. Sinds versie 9 stelt IDEA StatiCa Connection automatisch de juiste lengte van alle staven in.</li>\n <li><strong>Lassen </strong>- spanningsplastische herverdeling is verreweg de nauwkeurigste ontwerpmethode voor lassen en werd geïntroduceerd in versie 7.1. Tijdens versie 8 - en als overgangsperiode - was het de standaardmethode, naast de andere evaluatiemethoden. Sinds versie 9 is deze methode de enige beschikbare optie en zijn de andere evaluatiemethoden verwijderd om verwarring onder de gebruikers te voorkomen, zoals we via onze helpdesk hebben gezien. Dit zorgt ervoor dat alle lassen in het project veilig ontworpen zijn en voldoen aan de code.</li>\n</ul>\n<p>We hebben verschillende <strong>controlemechanismen</strong> geïmplementeerd voor IDEA StatiCa Connection sinds versie 9.0 - automatische controle wanneer de verbinding is gemodelleerd op een aanbevolen manier (singulariteitscontrole, lengtes van de elementen, hun offsets, ...). Als de verbinding niet goed gemodelleerd is, wordt de berekening onderbroken of wordt er een foutmelding weergegeven. Houd er rekening mee dat door al deze verbeteringen het openen van projecten uit vorige versies kan leiden tot een andere modelgeometrie die mogelijk verder bewerkt moet worden.</p>\n<p>We hebben ook <strong>de meshing </strong>van holle doorsneden verbeterd - IDEA StatiCa Connection genereert sinds versie 9.0 fijnere meshing op holle doorsneden, wat kan leiden tot iets andere resultaten vergeleken met oudere versies.</p>\n<p>We tonen de compatibiliteitswaarschuwing bij elke opening van een project van de oudere versies:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"\"></figure>"
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"value": "<p>Vrijgegeven op 21 oktober 2025</p>\n<table><tbody>\n <tr><td><strong>Alle toepassingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00059985</td><td>Het probleem met het afdrukken van PDF-bestanden via de API is opgelost</td></tr>\n <tr><td>00064739</td><td>Probleem opgelost waarbij het niet mogelijk was om een pin op te slaan in de MPRL-bibliotheek met door de gebruiker gedefinieerd materiaal toegewezen aan de pin.</td></tr>\n <tr><td><strong>Straal</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00064818</td><td>Het probleem met de berekening die niet wordt uitgevoerd in een Beam-project is opgelost</td></tr>\n <tr><td>00065001</td><td>Het probleem met het gedetailleerde rapport in Beam is opgelost</td></tr>\n <tr><td>00065066</td><td>Het probleem met niet-toegewezen combinaties in de Beam-toepassing is opgelost</td></tr>\n <tr><td>00065205</td><td>Het rapport werd niet gegenereerd met een aantal specifieke instellingen, die werden gecorrigeerd</td></tr>\n <tr><td>00065212</td><td>Probleem met de berekening van relaxatieverlies voor door de gebruiker bewerkt materiaal opgelost</td></tr>\n <tr><td>00065317</td><td>Bug met ontbrekende samenvatting en controles voor LTB-analyse verholpen</td></tr>\n <tr><td>00065560</td><td>De resultaten voor Vereenvoudigde metof van LTB-analyse zijn verduidelijkt</td></tr>\n <tr><td><strong>BIM koppelingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00063524</td><td>Tekla Structures importeren - probleem met omgekeerde oriëntatie van T-profiel opgelost</td></tr>\n <tr><td>00063736</td><td>De BIM-koppeling met Autodesk Revit 2024.3.3 werkt.</td></tr>\n <tr><td>00064330</td><td>Een probleem met het inactieve menu na een batchberekening is opgelost</td></tr>\n <tr><td>00064374</td><td>Het openen van een Checkbot-project met een beton- in plaats van staalconfiguratie is opgelost</td></tr>\n <tr><td>00064600</td><td>Een probleem met het synchroniseren van gegevens met RFEM is verholpen</td></tr>\n <tr><td>00064608</td><td>Het probleem met de BIM-koppelingen tussen IDEA en Robot is opgelost door geëxporteerde records van het register te verzenden</td></tr>\n <tr><td>00064670</td><td>Een probleem met de verbindingsstatus na batchberekening is verholpen</td></tr>\n <tr><td>00065187</td><td>De nieuwe patch van AD 2026 is volledig functioneel en compatibel met IDEA StatiCa 25.1</td></tr>\n <tr><td>00065322</td><td>De conversietabel converteert dwarsdoorsneden correct</td></tr>\n <tr><td>00065503</td><td>Het probleem met het importeren van doorsneden uit Robot is opgelost</td></tr>\n <tr><td>00065528</td><td>Het probleem met het importeren van doorsneden uit Robot is opgelost</td></tr>\n <tr><td>00059739</td><td>Wijzigingen aan bouten in het tabblad Materialen worden automatisch toegepast op alle verbindingen binnen het project</td></tr>\n <tr><td>00064802</td><td>Het probleem met het importeren van de RHS-secties uit SCIA is opgelost</td></tr>\n <tr><td>00065312</td><td>Fout bij het exporteren naar Checkbot vanuit Staad is nu opgelost</td></tr>\n <tr><td>00065346</td><td>Het probleem met het toepassen van een sjabloon uit de persoonlijke verbindingsbibliotheek is opgelost</td></tr>\n <tr><td>00065447</td><td>Probleem met groeperen in Checkbot opgelost</td></tr>\n <tr><td><strong>Verbinding</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00062711</td><td>Het probleem met de onjuiste overdracht van ledennamen bij het maken van een nieuwe verbinding is opgelost</td></tr>\n <tr><td>00062822</td><td>Een probleem met taalinstellingen na IFC-export is opgelost</td></tr>\n <tr><td>00063084</td><td>De onvolledige controle voor haakankers is verholpen</td></tr>\n <tr><td>00063376</td><td>De fout bij het opslaan van verbindingen in de verbindingsbibliotheek is opgelost</td></tr>\n <tr><td>00063500</td><td>Het probleem waarbij alle platen in de algemene doorsnede-editor dezelfde naam hadden is opgelost</td></tr>\n <tr><td>00063715</td><td>Analysefout toegevoegd voor modellen wanneer de las niet correct is gemaakt</td></tr>\n <tr><td>00063995</td><td>De methode voor het uitlijnen van de verstijvingsplaat Lid LCS / Door hoeken is opgelost</td></tr>\n <tr><td>00064062</td><td>Weergave van sleufgaten in de editor verbeterd</td></tr>\n <tr><td>00064121</td><td>De afwijkingen tussen de temperaturen in versies 24 en 25.1 van de temperatuur zijn verholpen</td></tr>\n <tr><td>00064160</td><td>De fout met de lasbewerking en hoeksecties is hersteld</td></tr>\n <tr><td>00064612</td><td>Het doorsnijden van een doorlopend profiel door een NVOL profiel gaf een fout, hersteld voor alle typen profielen</td></tr>\n <tr><td>00064667</td><td>Het probleem met de snijbewerking in de verschoven eindplaatbewerking is opgelost</td></tr>\n <tr><td>00064906</td><td>Het probleem met gevulde lassen is opgelost</td></tr>\n <tr><td>00065134</td><td></td></tr>\n <tr><td>00065135</td><td>Detaillering van bouten (minimale randafstanden) in AISC- en CSA-ontwerpcodes hersteld</td></tr>\n <tr><td>00065197</td><td>De reductiefactor voor de pakkingplaat in de IS-ontwerpcode werd vastgelegd</td></tr>\n <tr><td>00065406</td><td>Verklarend bericht \"interactie van trek- en afschuifcontrole\" in AISC verbeterd</td></tr>\n <tr><td>00065437</td><td>Het probleem met contact tussen platen in de SFB ligger is opgelost met een workaround door gebruik te maken van extra contactdefinities</td></tr>\n <tr><td>00065513</td><td>Het probleem met de verkeerde randvoorwaarden na het importeren van RFEM naar Checkbot is opgelost</td></tr>\n <tr><td>00065638</td><td>De bewerking PCUT snijdt het vrije uiteinde (waar de ondersteunde randen zijn en de belasting wordt uitgeoefend) van de balk M6. Dat is een ongeldige bewerking. Daarom is de foutmelding toegevoegd in versie 25.1</td></tr>\n <tr><td><strong>Detail</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00062019</td><td>Het probleem met de mesh in Detail is opgelost</td></tr>\n <tr><td>00064689</td><td>Het model was extreem groot en de rekentijd werd praktisch oneindig. Daarom werd het model als ongeschikt beoordeeld</td></tr>\n <tr><td>00064951</td><td>Het probleem met het genereren van vaste mazen met vlakke sneden is opgelost</td></tr>\n <tr><td>00065090</td><td>Belasting wordt correct toegepast op de voetplaat in een 3D-verankeringsmodel</td></tr>\n <tr><td>00065138</td><td>Het probleem van het dragen van beton door afschuiving is opgelost</td></tr>\n <tr><td>00065181</td><td>De verkeerde naam van de balk in de tabel met interne krachten is opgelost.</td></tr>\n <tr><td>00065308</td><td>Het probleem met omega s is opgelost</td></tr>\n <tr><td>00065828</td><td>Het maken van beugels is nu verholpen met de AUS-code</td></tr>\n <tr><td>00065844</td><td>Het probleem met beschadigde bestanden in Detail en de foutmelding: \"De opgegeven sleutel '11' was niet aanwezig in het woordenboek\" is opgelost</td></tr>\n <tr><td><strong>Lid</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00062556</td><td>Probleem met interne krachten opgelost</td></tr>\n <tr><td>00064982</td><td>Een lokaal probleem met de 3D-scène is opgelost</td></tr>\n <tr><td><strong>RCS</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00065367</td><td>De beugelinvoer voor de dubbele T-sectie is bijgewerkt</td></tr>\n</tbody></table>"
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De waarde moet gelijk zijn aan nul omdat het zwaartepunt = afschuifcentrum. De fout is hersteld</td></tr>\n <tr><td>00062913</td><td>Stijfheidsresultaten voor verbindingen met brede flenzen gecorrigeerd</td></tr>\n <tr><td>00062949</td><td>De reactiekrachten in Verbinding worden nu getoond in GCS</td></tr>\n <tr><td>00062950</td><td>Een fix van de discrepantie tussen de plaat editor en de 3D scène</td></tr>\n <tr><td>00063042</td><td>Het probleem met de foutmelding in de Connection Library is opgelost</td></tr>\n <tr><td>00063275</td><td>Deze bug is opgelost. Materialen kunnen nu worden gezien in projectinstellingen wanneer wordt overgeschakeld naar AISC</td></tr>\n <tr><td><strong>Detail</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00061785</td><td>Het probleem met een afwijkende berekening van een afstaande voetplaat is opgelost</td></tr>\n <tr><td>00062253</td><td>Het probleem in Detail waarbij de pijltjestoets terug was uitgeschakeld bij het navigeren naar het Project is verholpen</td></tr>\n <tr><td>00062389</td><td>Het probleem met de ontbrekende opties voor het weergeven van de scheurwijdte in Detail is verholpen</td></tr>\n <tr><td>00062664</td><td>Een oplossing voor het genereren van rapporten</td></tr>\n <tr><td>00062744</td><td>Een probleem met de berekening van een 3D-model is opgelost</td></tr>\n <tr><td>00062829</td><td>Een fix van het modelleren van een wapening in een 3D modeltype</td></tr>\n <tr><td>00062955</td><td>Een oplossing voor aangepaste afbeeldingen in een rapport</td></tr>\n <tr><td>00062983</td><td>Een oplossing voor de locatie van de afschuining door te exporteren van Aansluiting naar Detail</td></tr>\n <tr><td>00063122</td><td>Deze patch lost een probleem op waardoor ontwerpers geen ingegoten plaatbevestigingen kunnen wijzigen</td></tr>\n <tr><td>00063146</td><td>Probleem met de verdeelde puntondersteuning op de rand in Detail 2D verholpen</td></tr>\n <tr><td>00063158</td><td>Foutieve afwijking van het rekenmodel voor verankering opgelost</td></tr>\n <tr><td><strong>Overige</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00061112</td><td>Verouderde inhoud op GitHub is gerepareerd</td></tr>\n <tr><td><strong>Kijker</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00063362</td><td>Correctie van export naar de Viewer</td></tr>\n</tbody></table>"
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"value": "<p>Vrijgegeven op 8 juli 2025</p>\n<table><tbody>\n <tr><td><strong>Alle toepassingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00062252</td><td>De fout voor ontbrekende .net runtime is opgelost door .NET6 te installeren</td></tr>\n <tr><td><strong>BIM-koppelingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060745</td><td>BIM-koppeling met Tekla Structures bijgewerkt</td></tr>\n <tr><td>00060847</td><td>Probleem met de import van SAP2000 in Checkbot opgelost</td></tr>\n <tr><td>00061301</td><td>Ankers worden correct geëxporteerd vanuit Tekla Structures in de Portugese taal</td></tr>\n <tr><td>00061553</td><td>Informatie over laseigenschappen is toegevoegd aan de Materialentab in Checkbot</td></tr>\n <tr><td>00061616</td><td>BIM-koppeling met Tekla Structures bijgewerkt</td></tr>\n <tr><td>00061774</td><td>Een probleem met de verkeerde rotatie van profielen is opgelost</td></tr>\n <tr><td>00062145</td><td>Het probleem met het importeren met Checkbot Free is opgelost</td></tr>\n <tr><td>00062230</td><td>Fix voor het importeren van een aangepaste doorsnede gemaakt door polylijnen in SAP2000</td></tr>\n <tr><td><strong>Verbinding</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060489</td><td>De detailleringscontrole voor de minimale grootte van het lasbeen hoeft nu niet meer te zijn dan de dikte van het dunste onderdeel dat wordt verbonden, zoals vermeld in AS4100.</td></tr>\n <tr><td>00061120</td><td>Informatie toegevoegd over onjuiste boutkwaliteit voor de gebruiker</td></tr>\n <tr><td>00061123</td><td>Een probleem met dubbele namen voor aangepaste doorsneden is opgelost.</td></tr>\n <tr><td>00061392</td><td>De lasmaatindicatiemethode die het probleem veroorzaakte, is verholpen</td></tr>\n <tr><td>00061717</td><td>Herstel van een parametrisch sjabloon</td></tr>\n <tr><td>00061719</td><td>Het probleem met de plaatsnede die niet correct wordt uitgevoerd op de CHS doorsneden is opgelost</td></tr>\n <tr><td>00061843</td><td>Probleem met ontbrekende sleufgaten opgelost</td></tr>\n <tr><td>00061855</td><td>Waarschuwing \"Sommige lastypes zijn gewijzigd in stuiklas vanwege rand-tot-rand verbinding\" is toegevoegd</td></tr>\n <tr><td>00061892</td><td></td></tr>\n <tr><td>00061954</td><td>Probleem met de automatische standaardlengte van elementen opgelost</td></tr>\n <tr><td>00061967</td><td>Horizontale verschuiving is niet geïmplementeerd voor de eindplaat en de eigenschap horizontale verschuiving in het eigenschappenraster voor de eindplaat is momenteel verborgen</td></tr>\n <tr><td>00062249</td><td>Afrondingsfout verholpen die foutief gelijke sectiehoogtes als groter rapporteerde</td></tr>\n <tr><td>00062445</td><td>Het probleem met de visualisatie van sleufgaten in de 3D-scène is opgelost.</td></tr>\n <tr><td><strong>Detail</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00061288</td><td>Het Detail 3D-model wordt berekend en de resultaten worden verkregen</td></tr>\n <tr><td>00061322</td><td>Wanneer de ondersteuning gerelateerd was aan het originele oppervlak dat werd gesneden, stopte de berekening zonder enige informatie. De bug is verholpen</td></tr>\n <tr><td>00061638</td><td>De fout die werd weergegeven bij het modelleren van bredere platen dan beton is verholpen</td></tr>\n <tr><td>00062568</td><td>Het probleem met het genereren van gedetailleerde rapporten is verholpen en werkt nu naar behoren.</td></tr>\n <tr><td><strong>Lid</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00061530</td><td>Het probleem met een fout-positieve waarschuwing over bouten die te dicht bij de rand zitten is opgelost in de Member-app.</td></tr>\n <tr><td><strong>RCS</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060388</td><td>In sommige specifieke gevallen werd de toename van belastingsvariabelen niet uitgezet in het resultatenvenster voor de samengestelde voorgespannen doorsnede. De bug is verholpen</td></tr>\n <tr><td>00062066</td><td>In RCS, bij het kiezen van EN 1992-2 samen met de Nederlandse nationale bijlage, is As,min nu correct alleen gebaseerd op As,min1.</td></tr>\n <tr><td><strong>Weergave</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00061869</td><td>Slepen en neerzetten in de Viewer is verholpen, verbindingen worden nu correct weergegeven.</td></tr>\n</tbody></table>"
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"value": "<p>Vrijgegeven 13 juni 2025</p>\n<table><tbody>\n <tr><td><strong>Alle toepassingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00059938</td><td>Het probleem van het niet kunnen verwijderen van ongebruikt materiaal is opgelost</td></tr>\n <tr><td><strong>Straal</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060278</td><td>De ontbrekende gegevens in de tabel in het peesontwerp werken weer</td></tr>\n <tr><td><strong>BIM-koppelingen</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00059655</td><td>Er is een probleem opgelost met het importeren van staven uit RFEM5.</td></tr>\n <tr><td>00060124</td><td>Groepering van identieke maar symmetrische knooppunten in Checkbot geïmporteerd via XML opgelost</td></tr>\n <tr><td>00060566</td><td>Het probleem met het importeren van het betonblok is opgelost</td></tr>\n <tr><td>00060570</td><td>Envelopcombinaties in Scia Engineer die belastinggevallen bevatten met een gedefinieerd \"Hoofdbelastinggeval\" worden niet correct gecombineerd na import in de IDEA StatiCa Checkbot toepassing door ontbrekende informatie in het SAF bestand. Informatie toegevoegd aan het artikel Bekende beperkingen</td></tr>\n <tr><td>00060575</td><td>Een probleem met het importeren van het voorgespannen element is opgelost</td></tr>\n <tr><td>00060733</td><td>De excentriciteiten werden niet overgedragen van Chebot naar Connection. Het probleem is opgelost</td></tr>\n <tr><td>00060854</td><td>Probleem met ontbrekende bouten in een enkele export vanuit Tekla opgelost</td></tr>\n <tr><td>00060865</td><td>Probleem met ontbrekende bouten in een enkele export vanuit Tekla opgelost</td></tr>\n <tr><td>00061564</td><td>Een probleem met de verkeerde rotatie van een profiel is opgelost</td></tr>\n <tr><td>00061664</td><td>Een probleem met het importeren van het belastingseffect is opgelost</td></tr>\n <tr><td><strong>Verbinding</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00058960</td><td>Er is een probleem met knik vastgesteld wanneer het model van de grondplaat een pin en een afschuiflip heeft. Dit is opgelost met</td></tr>\n <tr><td>00059189</td><td>De singulariteit als gevolg van de definitie van lasnaden is verholpen.</td></tr>\n <tr><td>00059264</td><td>Het snijden van de plaat is niet correct uitgevoerd. Er was een probleem met de stuiklas tussen de verstijvingsplaat en het boogsegment van het lid. De CUT-bewerking is hersteld</td></tr>\n <tr><td>00059429</td><td>Een probleem met de controle van overbelaste balken in Verbinding is verholpen</td></tr>\n <tr><td>00059972</td><td>In de geprekwalificeerde verbindingen werd een controle van de detaillering van de dubbele plaat niet gedetecteerd. Nu worden de dubbele platen geïdentificeerd en worden de detailleringscontroles correct uitgevoerd.</td></tr>\n <tr><td>00060010</td><td>Het probleem met verschillende Sj,ini-waarden voor verschillende lengtes van de hoofdligger in de stijfheidsanalyse is opgelost.</td></tr>\n <tr><td>00060428</td><td>Een probleem met verbindingen die openen met grote resultaten is opgelost</td></tr>\n <tr><td>00060434</td><td>Een probleem met de weergave van contactbewerkingen in schetsen is verholpen</td></tr>\n <tr><td>00060580</td><td>Het probleem met ontbrekende lassen en duplicatie van ontbrekende lasnamen is verholpen</td></tr>\n <tr><td>00060614</td><td>De verkeerde grafische weergave van boutgaten in de plaat-editor, waarbij de lege gaten niet werden getoond, is verholpen</td></tr>\n <tr><td>00060695</td><td>De fout bij het klikken op het pictogram van de pen voor de algemene vorm in Verbinding is opgelost</td></tr>\n <tr><td>00060707</td><td>De vorige lengte van de superelementen was te klein en verhoogde de stijfheid van de verbonden elementen door de deplanatie te beperken</td></tr>\n <tr><td>00060767</td><td>Het probleem met ontbrekende lassen en duplicatie van ontbrekende lasnamen is opgelost</td></tr>\n <tr><td>00060796</td><td>Het probleem met het toevoegen van een stripdoorsnede aan een aangepaste samengestelde doorsnede in de algemene doorsnede-editor in de Verbindingstoepassing is opgelost</td></tr>\n <tr><td>00060930</td><td>Een probleem met door de gebruiker gedefinieerde doorsneden is opgelost</td></tr>\n <tr><td>00061005</td><td>Een probleem met het openen van een sjabloon vanuit de wizard is opgelost</td></tr>\n <tr><td>00061049</td><td>Een probleem met het maken van het FE-net is opgelost</td></tr>\n <tr><td>00061151</td><td>Zoals ontworpen, geen bug. Het gedrag wordt veroorzaakt door wijzigingen in v25 waarbij de lengte van het superelement is veranderd. Hierdoor is de rotatiestijfheid van de balk veel kleiner, wat de stijfheidsberekening beïnvloedt.</td></tr>\n <tr><td>00061160</td><td>Het probleem met de weergave van gaten is opgelost</td></tr>\n <tr><td>00061352</td><td>Geen bug, de oorzaak van dit gedrag is zichtbaar in het axiale schema, waar het momentdiagram voor het belastingsgeval wordt getoond</td></tr>\n <tr><td>00061354</td><td>De verbreders in de bewerking met dezelfde naam werden niet correct gevormd. De bug is verholpen</td></tr>\n <tr><td>00061450</td><td>De waarde-eenheid \"weld size\" onder het tabblad Parameters herberekent de grootte van de las. De gebruiker moet dus de keeldikte definiëren als hij de eenheidseenheid lasgrootte gebruikt.</td></tr>\n <tr><td>00061508</td><td>Een probleem met het publiceren van een sjabloon in de verbindingsbibliotheek is verholpen</td></tr>\n <tr><td>00061697</td><td>Fout bij het publiceren van verbindingsmodellen met verankering met een afschuiflip in de Verbindingsbibliotheek verholpen</td></tr>\n <tr><td>00061751</td><td>Een opmerking over de gewijzigde lastypen in de Samenvatting is gecorrigeerd</td></tr>\n <tr><td><strong>Detail</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00059066</td><td>Er werd geen belasting toegepast op het ongebruikelijke detailmodel in 3D en de berekening stopte zonder enige informatie. De krachtexport van Verbinding is bewerkt</td></tr>\n <tr><td>00059668</td><td>Het eigenschappenraster werkte niet goed en het model paste de wijzigingen in de diameters van de ankers niet toe. Het probleem is opgelost</td></tr>\n <tr><td>00060532</td><td>De berekening werd niet uitgevoerd met een waarschuwing dat er geen combinatie voor ULS-controles is gedefinieerd. De bug is verholpen</td></tr>\n <tr><td>00060554</td><td>De resultatentabel voor betonnen spanningen en spanningen in Detail 3D is hersteld</td></tr>\n <tr><td>00060674</td><td>Zeer fijne mesh rond de ankers zorgde ervoor dat de berekening niet werd uitgevoerd. De maaswijdte rond de ankers is aangepast</td></tr>\n <tr><td>00060813</td><td>Onjuiste oppervlakken werden weergegeven in de scène na de CUT-bewerking en het was onmogelijk om er items aan te koppelen. De bug is verholpen</td></tr>\n <tr><td>00060832</td><td>Er werd geen rekening gehouden met de effecten van het eigengewicht in de interne krachten en reacties in Detail 2D. De bug is verholpen</td></tr>\n <tr><td>00061172</td><td>De voorspansjablonen voor 2D Detail zijn gerepareerd. Het probleem heeft te maken met de ontbrekende initiële spanningsknop in het eigenschappenraster</td></tr>\n <tr><td>00061245</td><td>De onjuiste eigenschappen van 65MPa beton volgens de Australische standaard zijn hersteld</td></tr>\n <tr><td>00061312</td><td>Een probleem met het niet kunnen exporteren van een voetplaat naar de 3D Detail app vanuit Connection is opgelost.</td></tr>\n <tr><td>00061784</td><td>Er is een probleem opgelost met de definitie van de wapeningsafstand in Detail.</td></tr>\n <tr><td><strong>Lid</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060284</td><td>Probleem met het wijzigen van materiaal na het opslaan en opnieuw openen van het project verholpen</td></tr>\n <tr><td>00061138</td><td>Probleem met niet-functionele steunpunten op gerelateerde balken in tussenliggende knopen van een doorlopend geanalyseerd balk in balk voor beton opgelost</td></tr>\n <tr><td><strong>RCS</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00060047</td><td>Er is een waarschuwing toegevoegd in RCS wanneer de Nederlandse nationale bijlage wordt gekozen + compressielid + nominale kromming methode voor het berekenen van tweede-orde effecten, dat deze nominale kromming methode niet is toegestaan volgens de Nederlandse NA.</td></tr>\n <tr><td>00061593</td><td>De fout bij het wijzigen van materiaaleigenschappen in RCS is opgelost</td></tr>\n <tr><td>00061868</td><td>Het was niet mogelijk om de API RCS uit te voeren voor de betonvergunning. Nu is het mogelijk om de API RCS voor alle licentietypes te gebruiken.</td></tr>\n</tbody></table>"
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7.2.2.5)</td></tr>\n <tr><td>00058975</td><td>Het probleem van de ontbrekende lasfunctie is opgelost</td></tr>\n <tr><td>00059041</td><td>Het aantal platen dat met de pin kan worden verbonden is verhoogd van 10 naar 24</td></tr>\n <tr><td>00059083</td><td>Een probleem met het bewerken van doorsneden is opgelost</td></tr>\n <tr><td>00059092</td><td>De fout bij het wijzigen of toevoegen van een nieuwe doorsnede is opgelost</td></tr>\n <tr><td>00059288</td><td>Een probleem met het toewijzen van aangepaste namen aan door de gebruiker gedefinieerde aangepaste secties is opgelost</td></tr>\n <tr><td><strong>Detail</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00059267</td><td>Een probleem met dubbele regels in het detailrapport is opgelost</td></tr>\n <tr><td><strong>Lid</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00057047</td><td>Het probleem met het uitvoeren van GMNIA in het Lid voor betonconstructies, dat fouten in de tabel gaf, is opgelost.</td></tr>\n <tr><td>00058418</td><td>De niet toegepaste wijzigingen in de brandcurve en brandbeveiliging in Projectinstellingen voor Brandontwerpanalyse in de app Lid (staal) zijn opgelost.</td></tr>\n <tr><td><strong>RCS</strong></td><td></td></tr>\n <tr><td><strong>Geval #</strong></td><td><strong>Beschrijving</strong></td></tr>\n <tr><td>00058820</td><td>Het probleem van het niet opslaan van de ontwerpdeelinstellingen voor het compressiedeel in RCS is opgelost.</td></tr>\n</tbody></table>"
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Checkbot na import vanuit SCIA Engineer is opgelost.</td></tr>\n <tr><td>00046266</td><td>Verbeterde IOM-import vanuit BIM Expert software </td></tr>\n <tr><td>00046355</td><td>Er is een probleem opgelost met het importeren van belastingseffecten uit het SAF bestand.</td></tr>\n <tr><td>00046561</td><td>De hoeksecties die uit STAAD.Pro komen hebben nu de juiste rotatie wanneer je ze importeert in Checkbot</td></tr>\n <tr><td>00046599</td><td>Oplossing voor synchronisatieprobleem in Checkbot (Autodesk Robot)</td></tr>\n <tr><td>00046918</td><td>Het probleem met exporteren van Tekla naar Connection is opgelost</td></tr>\n <tr><td>00046953</td><td>De detectie en installatie van BIM-links is verbeterd voor de import tussen SDS2 en Checkbot.</td></tr>\n <tr><td>00047176</td><td>De Checkbot heeft nu de mogelijkheid om niet-wijzigbare en afhankelijke materiaaleigenschappen weer te geven</td></tr>\n <tr><td>00047318</td><td>Bijgewerkte BIM-link voor SCIA Engineer 24</td></tr>\n 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genereren van rapporten die vastlopen in de Connection-app is opgelost</td></tr>\n <tr><td>00046342</td><td>Verkeerde perspectiefweergave van de eerste ingevoegde schets in de materiaallijst opgelost</td></tr>\n <tr><td>00046388</td><td>De piekbelasting van de las werd niet getoond in de \"Extreme\" uitvoerweergave, nu moet de algemene controle overeenkomen met de lasresultaten.</td></tr>\n <tr><td>00046524</td><td>Een probleem met de wanden van CHS die 'splijten' onder belasting bij bepaalde rotaties is verholpen.</td></tr>\n <tr><td>00046744</td><td>Probleem opgelost met het genereren van verstijving aan de bovenkant van het eindelement</td></tr>\n <tr><td>00046895</td><td>Een onverwachte fout in IDEA Connection app is opgelost</td></tr>\n <tr><td>00046915</td><td>Het probleem van onjuiste weergave van samengevatte resultaten is opgelost</td></tr>\n <tr><td>00047173</td><td>Het probleem met het genereren van mesh is opgelost. </td></tr>\n <tr><td>00047215</td><td>Probleem opgelost 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"value": "<p>Released November 21, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042379</td><td>Crashes of the reinforcement editor during material edit were fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041323</td><td>Additional information about how increments R(i) are converted into internal forces were provided</td></tr>\n <tr><td>00042090</td><td>The problem with wrong deformations and internal forces in TDA analysis when changing the position of supports was fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029824</td><td>Orientation of cross-section type AEP/AUP is now imported correctly from Robot </td></tr>\n <tr><td>00039574</td><td>Fix in reading the correct load into Connection from Checkbot</td></tr>\n <tr><td>00039989</td><td>Fixed labels of combinations in Results</td></tr>\n <tr><td>00040308</td><td>The issue with importing combinations from Checkbot to Connection has been fixed</td></tr>\n <tr><td>00041378</td><td>The problem with the SFK error message when exporting Checkbot has been solved</td></tr>\n <tr><td>00041812</td><td>Incorrect display of bolts and welds corrected</td></tr>\n <tr><td>00041847</td><td>An issue with a disconnected network drive has been identified and the error trapped</td></tr>\n <tr><td>00041963</td><td>Improved warning message in Checkbot, when exporting to SAF file in Scia Engineer fails</td></tr>\n <tr><td>00042017</td><td>An issue with missing bolts in a connection import from Advance Steel has been fixed</td></tr>\n <tr><td>00042056</td><td>The issue with the BIM link for Axis7 has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00040605</td><td>The ACI code check for the concrete sideface blowout was fixed. The issue was in the 'greater than' operator</td></tr>\n <tr><td>00040617</td><td>The calculation of the stiffness of connection for more activated combinations has been fixed</td></tr>\n <tr><td>00040832</td><td>The calculation report when using stand-off anchors was corrected</td></tr>\n <tr><td>00041168</td><td>The issue with the cut operation has been fixed</td></tr>\n <tr><td>00041311</td><td>Fixed geometry issue that occurs when editing the position of bolt holes in exploded bolt hole pattern</td></tr>\n <tr><td>00041698</td><td>The problem with the IFC export of the model with Rod members is fixed</td></tr>\n <tr><td>00041734</td><td>Doubled fillet weld in the IFC file corrected</td></tr>\n <tr><td>00041835</td><td>A problem with some older connection files has been found and corrected</td></tr>\n <tr><td>00041850</td><td>The missing rod in the IFC file corrected</td></tr>\n <tr><td>00041887</td><td>The issue with unsymmetric stress distribution has been fixed</td></tr>\n <tr><td>00041905</td><td>The problem with boundary lines around images in the report is solved</td></tr>\n <tr><td>00042004</td><td>The wrong position of bolts in the IFC file corrected</td></tr>\n <tr><td>00042015</td><td>The problem with the mesh generation error has been solved</td></tr>\n <tr><td>00042065</td><td>In case of low-level loading or many contacts, some adaptation of setup is needed. Model and mesh: The number of analyses and Divergent iterations count should be doubled</td></tr>\n <tr><td>00042087</td><td>The issue with the bolts' position during exporting the IFC file has been fixed</td></tr>\n <tr><td>00042195</td><td>An issue with incorrect bolt position in the IFC file export from the Connection application has been fixed</td></tr>\n <tr><td>00042198</td><td>The issue with incorrect language in the Design tab solved</td></tr>\n <tr><td>00042337</td><td>The visualization of the bolts that used to appear to be hanging in the air has been corrected and the IFC file now opens as expected</td></tr>\n <tr><td>00042712</td><td>The issue with opening certain connections with concrete has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042280</td><td>Delete all feature is working now</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041267</td><td>The bug in the license agent has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032604</td><td>The 1D rod member has been added to IDEA StatiCa Member</td></tr>\n <tr><td>00041735</td><td>Fixed issue when a reinforced concrete beam in the Member app was loaded by shear Y and Z direction in separate load cases. 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fix of a cut with an offset</td></tr>\n <tr><td>00036163</td><td>The issue with mesh generating was fixed</td></tr>\n <tr><td>00036199</td><td>Warning for incorrect input of geometry added</td></tr>\n <tr><td>00036209</td><td>Welds no longer disappear when Y or Z eccentricity exceeds 1 mm</td></tr>\n <tr><td>00036226</td><td>A bug in the Report generation was fixed</td></tr>\n <tr><td>00036242</td><td>The issue with the discontinuity of welded cross-sections was fixed</td></tr>\n <tr><td>00036260</td><td>Fixed blank report page</td></tr>\n <tr><td>00036324</td><td>There was an issue regarding welded compound sections and eccentricities that has now been fixed</td></tr>\n <tr><td>00036327</td><td>An issue with partially missing welds of a general welded section when setting an eccentricity of a member has been fixed</td></tr>\n <tr><td>00036433</td><td>The weld size now includes intervals of 1/16 inch when using imperial units</td></tr>\n <tr><td>00036476</td><td>The cut operation applied on Stub operation and circular sections was fixed</td></tr>\n <tr><td>00036509</td><td>The issue with the error in the report is solved</td></tr>\n <tr><td>00036540</td><td>Section model views fixed</td></tr>\n <tr><td>00036637</td><td>Workaround is provided for issues with support in image in a report </td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035523</td><td>The calculation issue of the model in the general position was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035104</td><td>Corrected issue with meshing in the anchoring operation</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034663</td><td>The issue with the nonconformity message for the crack width check in Dutch is solved</td></tr>\n <tr><td>00034933</td><td>The issue with minimum reinforcement in RCS is solved</td></tr>\n <tr><td>00035481</td><td>The issue regarding shear force capacity in RCS is solved</td></tr>\n <tr><td>00035495</td><td>The issue with art 6.1(9) from the Dutch national annex has been solved</td></tr>\n <tr><td>00035765</td><td>The issue with the order of sections in the report in RCS is solved</td></tr>\n <tr><td>00036495</td><td>Fixed shear and torsion interaction for zero torsion or zero shear cases</td></tr>\n <tr><td>00036620</td><td>The wrong identification of shear reinforcement in the 2D section interaction check was fixed</td></tr>\n</tbody></table>"
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Also, there is now a clear notification that the value of ξ should be explicitly set by the user if it is different than the one defined in the Eurocodes</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031467</td><td>An issue that results in some loads being missed from the Robot Structural Analysis BIM link has been resolved</td></tr>\n <tr><td>00033702</td><td>Several issues regarding sections and load effects with the RFEM6 BIM link have been identified and fixed</td></tr>\n <tr><td>00034106</td><td>Import of internal forces has been fixed by export to IDEA StatiCa Checkbot</td></tr>\n <tr><td>00034171</td><td>Import of the circular hollow section for parametrized profile was fixed</td></tr>\n <tr><td>00034300</td><td>Failing export of connections from STAAD.Pro to Checkbot fixed</td></tr>\n <tr><td>00034371</td><td>The issue with the import of parallel flat bars from RFEM has been fixed</td></tr>\n <tr><td>00034676</td><td>The problem with Tekla export was solved</td></tr>\n <tr><td>00034691</td><td>The error message \"Unable to import cross-section\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00034732</td><td>An issue with the incorrect (opposite) direction of the concrete block and anchors in the baseplate connection after the import to the Checkbot app has been fixed</td></tr>\n <tr><td>00034764</td><td>Issues with specific operations of connections after opening the structure as a whole in the Member application have been fixed</td></tr>\n <tr><td>00034774</td><td>Incorrect import of RHS (rotating about the main axis) from SCIA Engineer fixed</td></tr>\n <tr><td>00034835</td><td>The issue with the import of load effects from RStab has been fixed</td></tr>\n <tr><td>00034996</td><td>The wrong import of forces from AXIS VM model to Checkbot was fixed</td></tr>\n <tr><td>00034997</td><td>The issue with the graphical representation of hollow profiles imported from RFEM has been fixed</td></tr>\n <tr><td>00035064</td><td>The error message \"Duplicated load case\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00035314</td><td>The issue with incorrect geometry of the parametric cross-section imported from RFEM has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032093</td><td>The problematic cut and weld in Connection were fixed</td></tr>\n <tr><td>00032498</td><td>The bug consisting of showing the wrong result of the buckling factor for a rod connected by a connecting plate operation in certain connection models resolved</td></tr>\n <tr><td>00032879</td><td>Incorrect results in checks of symmetrical anchoring with beta angle 0° and 180° fixed</td></tr>\n <tr><td>00033014</td><td>The Connection Library template was updated and fixed</td></tr>\n <tr><td>00033735</td><td>The problematic cut of a tube by another tube was fixed</td></tr>\n <tr><td>00033893</td><td>Cut of a diagonal by a work plane was implemented</td></tr>\n <tr><td>00034034</td><td>Problem with detecting multiple anchor groups when going through multiple plates and determining the effective area required for the concrete breakout checks resolved</td></tr>\n <tr><td>00034183</td><td>The the issue with the incorrect definition of the free edge has been fixed</td></tr>\n <tr><td>00034236</td><td>Tha tab with summary results for HT analysis has been added to the report</td></tr>\n <tr><td>00034240</td><td>The incorrect definition of stiffeners was fixed</td></tr>\n <tr><td>00034362</td><td>An issue impacting the .pdf export from the Report tab has been fixed, the sizes should now correspond to a standard A4</td></tr>\n <tr><td>00034553</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034596</td><td>Issue with wrong results in the Developer mode corrected</td></tr>\n <tr><td>00034693</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034798</td><td>Problem with an anchor missing in the calculation fixed</td></tr>\n <tr><td>00034811</td><td>The messaging of \"out of scope\" issues was enhanced</td></tr>\n <tr><td>00034836</td><td>The issue with Tekla export to IDEA was solved</td></tr>\n <tr><td>00034870</td><td>It was not really a bug, but issue was explained more clearly to the client.</td></tr>\n <tr><td>00034892</td><td>Issue with missing Weld and Plate name symbols in the Connction app - Section view has been resolved</td></tr>\n <tr><td>00034960</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035054</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035229</td><td>Issue with missing symbols / remarks in sections was solved</td></tr>\n <tr><td>00035478</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035479</td><td>Different results were obtained when cutting members by different methods. Now the issue is fixed</td></tr>\n <tr><td>00035490</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035499</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035506</td><td>Bug with green check even though u.c. > 100% was solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032833</td><td>Issue with the graphical representation of crack results has been fixed.</td></tr>\n <tr><td>00033570</td><td>The utilization of reinforcement bars is already taken from the stress output and not from the strain. More transparent code-check for the users</td></tr>\n <tr><td>00034627</td><td>Automatic numbering of added subregions was fixed</td></tr>\n <tr><td>00035016</td><td>The issue with the specific length of corbel has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033084</td><td>Support options for analyzed members that do not have any effect hidden and left only for the related members</td></tr>\n <tr><td>00035162</td><td>The bug with switching inter foces values of Vy and Vz when importing load effects from one connection project to another for members with channel sections resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034121</td><td>The parameteres of the steel were corrected. 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"value": "<p>Uitgebracht op 18-02-2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00022521</td><td>Ontbrekende BS UB en UC secties toegevoegd aan de bibliotheek.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00021896</td><td>Verkeerde oriëntatie van staven geëxporteerd vanuit Robot Structural Analysis opgelost.</td></tr>\n <tr><td>00022208</td><td>Checkbot kon in sommige gevallen niet worden geopend vanuit Advance Steel.</td></tr>\n <tr><td>00022389</td><td>Het probleem met de synchronisatie tussen AxisVM en IDEA StatiCa Checkbot opgelost </td></tr>\n <tr><td>00022454</td><td>Buisvormige doorsneden konden niet geëxporteerd worden uit STAAD.Pro.</td></tr>\n <tr><td>00022712</td><td>Problemen met het niet importeren van sommige delen van de structuur van RFEM naar IDEA StatiCa via Checkbot zijn opgelost.</td></tr>\n <tr><td>00022837</td><td>Het probleem met de ontbrekende knop Laden in Checkbot (Importeren uit Robot) werd opgelost</td></tr>\n <tr><td>00022878</td><td>Problemen met het niet importeren van sommige delen van de structuur van RFEM naar IDEA StatiCa via Checkbot zijn opgelost.</td></tr>\n <tr><td>00022902</td><td>Een probleem met de crash bij het openen van een knoop in Checkbot, die geïmporteerd werd uit RSTAB, werd opgelost</td></tr>\n <tr><td>00022935</td><td>TUBE doorsnedetypes in STAAD.Pro worden nu herkend en kunnen worden geïmporteerd in IDEA Checkbot zonder een fout te veroorzaken.</td></tr>\n <tr><td>00022958</td><td>Een probleem met de ontbrekende knop Laden in Checkbot (import vanuit SAP2000) werd opgelost</td></tr>\n <tr><td>00022976</td><td>Een probleem met de export van excentriciteiten van RFEM naar Checkbot werd opgelost</td></tr>\n <tr><td>00022996</td><td>Een probleem met verkeerde import van lasten uit RFEM (tegengesteld teken) werd opgelost</td></tr>\n <tr><td>00023086</td><td>Een probleem met de crash van de conversietabel na RSTAB import werd opgelost </td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00021278</td><td>De controle van de lasdetaillering werd gecorrigeerd en verbeterd voor de maximumafmeting van de hoeklas in T-verbindingen volgens AISC 360-16, hoofdstuk J, 2.2b.</td></tr>\n <tr><td>00022239</td><td>Gecorrigeerde berekening van concentratiefactor k<sub>j </sub>gecorrigeerd voor voetplaten die over betonblokken hangen voor controle van de drukweerstand van betonblokken (EN 1993-1-8 6.2.5).</td></tr>\n <tr><td>00022580</td><td>Een probleem met de correcte geometrie van de schetsplaat voor hout werd opgelost</td></tr>\n <tr><td>00022702</td><td>Curve van het stijfheidsdiagram afgevlakt voor lage initiële stijfheidswaarden in resultaatdetails van stijfheidsanalyse (ST).</td></tr>\n <tr><td>00022952</td><td>De foutieve waarde van de gatdiameter in de detailleringscontrole volgens SP 16 is gecorrigeerd. De software selecteert nu automatisch de juiste diameter. </td></tr>\n <tr><td>00023083</td><td>Verbetering van het rapport in educatieve en proeflicenties bij gebruik van de Russische taal. </td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00022575</td><td>Een kleine spleet tussen de wanden. De controle van de geometrietolerantie is tot 1e-5m. Het berekeningsprobleem is opgelost. </td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td>00022553</td><td>Een probleem met gebruik van de Checkbot applicatie voor gebruikers met de Beton-licentie is opgelost. Checkbot is nu beschikbaar in IDEA StatiCa Concrete Expert en Enhanced.</td></tr>\n <tr><td>00022817</td><td>Een probleem met gebruik van de Checkbot applicatie voor gebruikers met de Beton-licentie is opgelost. Checkbot is nu beschikbaar in IDEA StatiCa Concrete Expert en Enhanced.</td></tr>\n</tbody></table>"
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Topologie- en geometriematching verbeterd, sjablonen bevatten nu ook de plaatbewerkingsoperaties.<br>\n</td></tr>\n <tr><td>00022014</td><td>Foutief resultaat voor Mz-stijfheid in ST-analyse voor symmetrische verankeringen met symmetrische toegepaste belastingen aangepast.<br>\n</td></tr>\n <tr><td>00022513</td><td>Een probleem met onjuiste resultaten in bouten wanneer verbreders werden gebruikt, werd opgelost.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020753</td><td>De begintoestand van de doorsnede werd uit het ULS diagram gehaald in plaats van uit het SLS diagram voor de code-check op vermoeiing. 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"value": "<p>Released 20-12-2021</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020200</td><td>De applicatie toonde een onjuiste waarde van de maximale drukspanning. Opgelost.</td></tr>\n <tr><td>00020345</td><td>De nauwkeurigheid van de iteratie werd verhoogd voor RCS-applicatie en ook voor de analyse van het brugdraagvermogen. </td></tr>\n <tr><td>00020639</td><td>Het rapport over het brugdraagvermogen werd voor geselecteerde ontwerpgroepen in IDEA StatiCa BIM aangepast.</td></tr>\n <tr><td>00020724</td><td>Het probleem met de Support-knop in de Italiaanse taal. Opgelost.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020755</td><td>Foutmelding na importeren van een knooppunt uit RFEM gecorrigeerd</td></tr>\n <tr><td>00020884</td><td>Onjuiste import van elementen en lasten uit RFEM opgelost</td></tr>\n <tr><td>00020924</td><td>Onjuist functioneren van de knop Laden in Checkbot opgelost</td></tr>\n <tr><td>00020978</td><td>Synchronisatie van elementen samengevoegd in Checkbot met originele verschillende doorsneden gaf een fout. De elementen moeten dezelfde doorsnede hebben in het derdenmodel, tenzij ze niet kunnen worden gesynchroniseerd na samenvoeging in Checkbot.</td></tr>\n <tr><td>00021065</td><td>Verdwijnen van elementen in Checkbot's 3D scène bij het importeren vanuit Robot opgelost</td></tr>\n <tr><td>00021104</td><td>Het laden van het juiste aantal belastinggevallen van Checkbot in Connection opgelost</td></tr>\n <tr><td>00021389</td><td>Oplossing voor het probleem van een crash bij het exporteren van een node van SCIA Engineer 21.1 naar de Checkbot.</td></tr>\n <tr><td>00021422</td><td>Import vanuit Advance Design stopt bij 80 %. Opgelost.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020547</td><td>Onjuiste instellingen van diagram van trekmateriaal voor Russische voorgespannen bouten opgelost</td></tr>\n <tr><td>00020633</td><td>Selectie van door de gebruiker gedefinieerde materiaaleigenschappen volgens Indiase Standaard (IS) aangepast. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00020705</td><td>Onjuiste evenwichtsberekening van toegepaste belastingen bij import uit Tekla Structures opgelost</td></tr>\n <tr><td>00020821</td><td>Correctie van een snijbewerking met negatief volume die problemen veroorzaakte met gecondenseerde elementen</td></tr>\n <tr><td>00020831</td><td>Correctie van een snijbewerking met negatief volume die problemen veroorzaakte met gecondenseerde elementen</td></tr>\n <tr><td>00020853</td><td>Code-check van afschuiving voor een kluft in LRFD 2010 opgelost.</td></tr>\n <tr><td>00020860</td><td>Onjuiste weergave van verstijvende plaat in de Viewer opgelost</td></tr>\n <tr><td>00020906</td><td>De kwaliteit van de bouten werd toegevoegd aan de kolom \"kwaliteit\" van de controletabel</td></tr>\n <tr><td>00020976</td><td>Verlenging van het element na de laatste operatie in de verbreder opgelost</td></tr>\n <tr><td>00021023</td><td>Selectie van door de gebruiker gedefinieerde materiaaleigenschappen volgens vaste Eurocode (EN). <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00021288</td><td>Singulariteiten door niet-aangesloten verbindingsdelen worden nu getoond in de scène.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020593</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td>00020816</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td>00020882</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td>00020971</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td>00021004</td><td>Foutmelding met een netgrootte van 2mm opgelost</td></tr>\n <tr><td>00021010</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td>00021145</td><td>Het probleem met de solver is opgelost.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020671</td><td>Sommige modellen van staven uit oudere versies kunnen niet worden berekend in versie 21.1. Het ontwerp van de verbinding moet opnieuw worden toegepast of bijgewerkt (bijv. het randnummer van de gelaste plaat wijzigen om de juiste positie te verkrijgen).</td></tr>\n <tr><td>00020923</td><td>Er moet rekening worden gehouden met zeer korte lijnlasten (puntlasten) die op samenhangende staven worden uitgeoefend.</td></tr>\n <tr><td>00021189</td><td>Verdwijnen van verplaatsingsinput voor GMNA-analyse opgelost</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00019865</td><td>Onjuiste weergave van detailleringsresultaten in het resultatenoverzicht opgelost. </td></tr>\n <tr><td>00020667</td><td>Onjuiste titel in RCS \" Beugels materiaal\" vervangen voor \"Materiaal\".</td></tr>\n <tr><td>00021460</td><td>Problemen met \"Doorsnede gebruikersinstelling\" in \"Wapening editor\" in de Poolse taal werden opgelost</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Omschrijving</strong></td></tr>\n <tr><td>00020516</td><td>Onjuiste export van doorsnede naar DWG opgelost</td></tr>\n <tr><td>00020682</td><td>Onjuiste weergave van sneden en lassen in de Viewer opgelost</td></tr>\n</tbody></table>"
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data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n944fe662_4eb9_0134_6847_c02fd1b9b662\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb442b0b_a1be_01cc_5133_3f26b5df6221\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n45f15cf1_4701_0178_c989_ce1030b75205\"></object>\n<h2>Version 22.1.6 hotfix</h2>\n<p>Released Oct 17, 2023</p>\n<p>Patch 22.1.6.0493. 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b4f7f66e_08e0_0105_6fc6_4a577faa26a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cf7d2648_9685_01ed_45c9_be6055c8c1a8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5c81b6fd_9d12_0140_f8d4_dd9ba9b0dd21\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1129af11_d11c_0126_ee30_c026a2ee6394\"></object>\n<h2>Version 22.1.6</h2>\n<p>Released Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n571bf362_27fb_013e_9bfb_402c06944428\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n35b2ffd0_426b_0182_b85f_0ec2784af1ad\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0cc77370_aba8_0155_b33b_fbc59f2723c8\"></object>\n<object type=\"application/kenticocloud\" 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data-type=\"item\" data-rel=\"component\" data-codename=\"n707bff54_3bbc_01ef_da8d_c00e0d4b30c6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26c33168_84bf_0165_4c70_792d86f2094e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5c37a320_7ed3_01db_e51e_faad70d14bec\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1743c3ef_5f78_01fa_c235_9df0b8a38046\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e803c359_e547_0166_854c_01d8b6f3fb6b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd2fa11_ca66_015d_393b_25d97ab5ed10\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9fc56b06_4dbb_0196_45e1_d21bde0003d9\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n22457b77_d998_01b8_ca39_753a6f3d850b\"></object>\n<h2>Version 21.1.7</h2>\n<p>Released Jan 05, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n55913061_7677_01ff_f7d7_8053c4e36ff9\"></object>\n<h2>Version 21.1.6</h2>\n<p>Released May 06, 2022</p>\n<p>We improved the way of reserving and releasing license seats in the license pool of your company. 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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n06653db6_2745_0140_69fc_34765c2711ea\"></object>\n<p>Lees naast de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hoogtepunten in versie 25.1</a> de volledige lijst met nieuwe functionaliteiten:</p>\n<h2>Betonontwerp</h2>\n<p><strong>Detail</strong></p>\n<p>3D-analyse</p>\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Verankeringstypes (draadeinden, volgplaten, gladde wapeningsstaven)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Bijwerken van ingegoten platen</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Opties voor verankeringsplaten</a></li>\n <li><a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Ankers vastgemaakt aan de voetplaat en gerelateerd aan het middelpunt</a></li>\n <li><a data-item-id=\"b01780a3-d07a-4184-bc1a-29a87b138150\" href=\"\">Stomp van stalen lid voor lastoverdracht</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code voor verankering</a></li>\n</ul>\n<p>2D-analyse</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Ongebonden voorspankabel</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Gladde wapeningsstaven</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code voor voorspanning</a></li>\n</ul>\n<p>Algemene verbeteringen</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Geavanceerde resultaatweergave</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">Britse betonkwaliteiten</a></li>\n</ul>\n<p><strong>Balk</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">LTB resultaten opgenomen in definitie van balk- en torsiestijfheid</a></li>\n</ul>\n<h2>Staalontwerp</h2>\n<p>Verbeteringen in het verankeringsontwerp</p>\n<ul>\n <ul>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Selectie van verankeringstypes voor een beter begrip</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Ingegoten platen (Eurocode)</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Verankering op verschillende vlakken</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Twee voetplaten (bewerkingen) in één blok</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Algemene ankerdatabase</a></li>\n </ul>\n</ul>\n<p>Verbeteringen in de ontwerpsjablonen</p>\n<ul>\n <ul>\n <li><a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">Meerdere sjablonen toepasbaar op één model</a></li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Verbeteringen van de voorgedefinieerde set</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Bulk import van sjablonen naar Connection Library</a></li>\n </ul>\n</ul>\n<p>Aanpassing van uw projecten</p>\n<ul>\n <ul>\n <li><a data-item-id=\"dfedaf85-c16f-5228-849c-0bfe09e9e8d1\" href=\"\">Standaardrapporten opslaan voor elk Connection-project</a></li>\n <li><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\">De algemene doorsnede opslaan in MPRL</a></li>\n </ul>\n</ul>\n<p>Regionale verbeteringen</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-WTsections\">WT-profielen toegevoegd aan de bibliotheek (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-ACI318-25\">Implementatie van ACI 318-25 (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-anchorage-IS\">Verankeringscontroles in de Indiase standaard (IS)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-new-languages\">Nieuwe talen - 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"value": "<h2>Hoogtepunten van versie 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f389e5a7_1d83_01fa_fcbf_a20e1aa98701\"></object>\n<h2>Betonontwerp</h2>\n<ul>\n <li><strong>Verankeringsontwerp uitgebreid</strong> met <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">ingegoten platen</a>, <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">kolomvoetstukken en algemene funderingsvormen</a>. Allemaal met <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">nieuwe wizard templates</a></li>\n <li><a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>ACI ontwerpcode</strong></a> geïmplementeerd voor verankeringen, met nieuwe export van Connection naar 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Voorspanningsontwerp volgens ACI 318-19</strong></a><strong> en </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code</a> toegevoegd aan 2D-detail.</li>\n <li>Berekening van <strong>3D Detail 4x sneller</strong>, snellere opstart van applicatie met nieuwe 3D-scène.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\"><strong>Nieuwe link van Beam naar Detail</strong></a> voor <strong>Prefab </strong>ontwerpers<strong>. Kip </strong>analyse van <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Beam gekoppeld aan RCS</strong></a><strong>.</strong></li>\n</ul>\n<h2>Staalontwerp</h2>\n<ul>\n <li><a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\"><strong>Wizard</strong> <strong>opnieuw ontworpen</strong></a> <strong>voor</strong> <strong>meer dan 200 typische</strong> parametrische templates voor <strong>verbindingen</strong>.</li>\n <li><strong>Persoonlijke en</strong> <strong>bedrijfsbibliotheek</strong> toegankelijk vanuit Wizard.</li>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Parametrische </strong></a>templates verbeterd, waardoor de benodigde invoer is teruggebracht tot een paar parameters. Nieuwe mogelijkheid om <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>parametrische sjablonen te combineren met aangepaste bewerkingen</strong></a>.</li>\n <li><strong>Deelbare </strong>op maat gemaakte stalen <a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>doorsneden opgeslagen in MPRL</strong></a>.</li>\n <li>Boutverbindingen met <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>sleugaten met</strong> <strong>plaat (meerdere platen) selectie.</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Regionale verbeteringen</strong></a><strong> - </strong>PJP lassen voor EC, ACI code versie 318-19, en verankering voor GB (China) code. De Engelse taal van onze hulpmiddelen is aangepast aan de specifieke regionale kenmerken van de Britse en Amerikaanse markt.</li>\n <li>Het model direct delen in <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer vanuit Connection</strong></a>. 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"value": "<p>Er wordt ook een baanbrekende 3D-oplossing voor het ontwerpen van betonconstructies geïntroduceerd voor funderingen en wanden.</p>\n<h2>Hoogtepunten van versie 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"db371410_614f_011e_66f8_b8385de08102\"></object>\n<h2>Staal</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrische templates</strong></a> verminderen het aantal clicks voor standaardverbindingen met wel 80%. </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Schetsen</strong></a><strong> </strong>bevatten nu alle noodzakelijke gegevens voor detailers (bewerkbaar, leesbaar). </li>\n <li>Database <strong>Connection Library</strong> uitgebreid van 400k naar 1000k, met nieuwe filters (AISC/EN,...).</li>\n <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Lasdimensionering</strong></a> met één klik voor de volledige capaciteit van alle lassen in de verbinding.</li>\n <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatisch ontwerp van bouten</strong></a> voor dwarskrachtverbindingen.</li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a><strong> </strong>voor AISC</li>\n <li>Alleen voor Eurocode: Modellering van <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>Pennen</strong></a>, <a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Lasoptimalisatie</strong></a> met behulp van machine learning.</li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Haakankers/L-bouten in AISC</strong></a> (<strong>Verankeringsupdate</strong> voor Australische/Indiase normen).</li>\n <li>Een reeks <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>functies en verbeteringen</strong></a> voor het comfort van dagelijkse modelleerroutines.</li>\n <li>U kunt <a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>de taal van het Rapport wijzigen</strong></a> zonder dat dit invloed heeft op de taal van de applicatie.</li>\n</ul>\n<h2>Beton</h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Funderingen</strong></a><strong> en </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>Wanden</strong></a> met behulp van het 3D-model in IDEA StatiCa Detail. U kunt funderingen en uit-het-vlak wanden constructief ontwerpen en hun echte gedrag zien. Deze functionaliteit is in BETA en early access beschikbaar omdat de verificaties nog gaande zijn. </li>\n <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuïtief modelleren</strong></a> met bulkaanpassingen, snellere 3D-scène en rekensnelheid.</li>\n <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Rapport</strong></a> volledig aanpasbaar, met theoretische achtergrond en herschikking van onderdelen.</li>\n <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Export</strong></a> van een fundering van de Connection applicatie naar Detail.</li>\n <li>Enkele kleine <a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>verbeteringen</strong></a> die een enorme invloed hebben op de Detail applicatie.</li>\n <li>Gebruik de <a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API voor gestroomlijnde en efficiënte ontwerpprocessen</strong></a>.</li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>GRATIS versie van Checkbot</strong></a> voor ingenieurs, detailers, EOR's en anderen zonder commerciële licentie van IDEA StatiCa. Dit vervangt GRATIS CAD-plugins.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot is klaar voor grote projecten</strong></a>, verwerkt betrouwbaar imports (<30 sec) van modellen tot 1000 knooppunten en opent ze met 50% sneller.</li>\n <li>Cloud applicatie <a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> toont nu lasteffecten en heeft verbeterde uptime en laadtijd.</li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>ondersteunde versies in 24.0</strong></a></li>\n</ul>\n<h2>Bruikbaarheid en Licenties</h2>\n<ul>\n <li>Inloggen met <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Single Sign-On</strong></a> en <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>Verbeteringen van het Gebruikersportaal</strong></a></li>\n <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Sneltoetsen</strong></a> en een nieuwe taal (Braziliaans Portugees)</li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Gedeelde voorkeuren</strong></a> om instellingen voor projecten en applicaties te beheren</li>\n <li>Nieuwe <a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Foutmeldingen</strong></a> en <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>Tooltips</strong></a> met koppelingen naar het ondersteuningscentrum</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n81262dd5_1269_018b_84f3_d4f07a3fcfc0\"></object>"
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"value": "<h2>Nieuws voor Staal</h2>\n<p>Een wens van onze gebruikers gaat in vervulling: <strong>pennen</strong> als nieuw type bevestigingsmiddel kunnen worden gebruikt voor het modelleren van <strong>penverbindingen</strong> en helpen in gevallen waarin een verbinding met één bout niet voldoet aan de eisen van de Eurocode. </p>\n<figure data-asset-id=\"58da7782-ca2c-46a6-a048-5934ee3a0587\" data-image-id=\"58da7782-ca2c-46a6-a048-5934ee3a0587\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0d339baa-0cbe-4d84-858f-0cd2aadd377c/Steel%20pins0a.png\" data-asset-id=\"58da7782-ca2c-46a6-a048-5934ee3a0587\" data-image-id=\"58da7782-ca2c-46a6-a048-5934ee3a0587\" alt=\"Penverbindingen\"></figure>\n<p>De integratie van <strong>parametrische templates</strong> in de <strong>Connection Library</strong> maakt het mogelijk voor gebruikers om een universele verzameling van templates te creëren en te gebruiken, die moeiteloos aangepast en snel ingezet kunnen worden, waardoor tijd bespaard wordt op repeterende invoer.</p>\n<p>Nog een tijdsbesparing - <strong>automatische lasdimensionering</strong> en <strong>automatisch ontwerp van bouten</strong> zorgen voor snellere modellering en absoluut veilig ontwerp van gelaste en geboute verbindingen. </p>\n<p>Werkt u <strong>internationaal</strong>? 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Bovendien kunnen de 3D betonblokken met ankers niet alleen vanaf nul worden gemodelleerd, maar ook eenvoudig worden geïmporteerd uit het IDEA StatiCa Connection model.</p>\n<figure data-asset-id=\"7d2ad5cc-3ff1-466f-a21c-a6e0ccd576de\" data-image-id=\"7d2ad5cc-3ff1-466f-a21c-a6e0ccd576de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd3a485c-8659-41f5-b306-3a254516eb97/introimport.png\" data-asset-id=\"7d2ad5cc-3ff1-466f-a21c-a6e0ccd576de\" data-image-id=\"7d2ad5cc-3ff1-466f-a21c-a6e0ccd576de\" alt=\"3D beton\"></figure>\n<p>Maar dat is nog niet alles! De <strong>Detail app</strong> heeft nog veel meer verbeteringen gekregen, zoals multi-selectie met bulkaanpassingen, snellere 3D-weergave, uitgebreide gebruikersinterfacetools, enz. Het <strong>rapport</strong> kan nu veel beter worden aangepast, georganiseerd en verrijkt met de <strong>geavanceerde stuklijst</strong>.</p>\n<p>Voor gevorderde gebruikers en programmeerfans is er de <strong>nieuwe API voor de RCS app</strong>. Deze is gebaseerd op REST-technologie, met clients voor zowel .Net (C#), Python en andere talen en biedt een gebruiksvriendelijk hulpmiddel voor de <strong>optimalisatie en automatisering</strong> van ontwerpen voor gewapende doorsneden van betonconstructies. </p>\n<h2>Nieuws voor BIM Links en Cloud tools</h2>\n<p>In versie 24.0 komt de <strong>gratis versie</strong> <strong>van de ultieme BIM-tool, de Checkbot</strong>. Deze vervangt de gratis CAD-plugins en biedt tegelijkertijd veel meer functionaliteit om een echte hub te worden voor het verwerken van gegevens uit verschillende software en het delen van gegevens tussen iedereen die bij een project betrokken is. We hebben ook de import van data aangepast zodat de Checkbot nu in staat is om snel gegevens in te lezen en grote projecten aan te kunnen zonder te vertragen. </p>\n<figure data-asset-id=\"b0be6c44-f12c-4267-872e-02fd22fa13b8\" data-image-id=\"b0be6c44-f12c-4267-872e-02fd22fa13b8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/434573b4-c701-4ee5-847b-4649d2beb711/Free%20checkbot%20title.png\" data-asset-id=\"b0be6c44-f12c-4267-872e-02fd22fa13b8\" data-image-id=\"b0be6c44-f12c-4267-872e-02fd22fa13b8\" alt=\"Gratis Checkbot\"></figure>\n<p>De <strong>gratis online Viewer</strong> is vernieuwd en geüpgraded met servers van hoge kwaliteit voor veel snellere en betrouwbare interactie. We bieden nu <strong>weergave van de belastingseffecten</strong> op het verbindingsmodel en het genereren van 3D DWG en IFC-bestanden.</p>\n<h2>Nieuws voor Gebruik en licenties</h2>\n<p>We hebben de <strong>sneltoetsen</strong> geactiveerd en de algemene instellingen in onze apps verenigd, zodat de voorkeuren worden gedeeld door alle apps die je gebruikt. Het <strong>gebruikersportaal</strong> op onze website is vernieuwd en we hebben ook de populaire <strong>single sign-on</strong> voor onze Enterprise-klanten geïmplementeerd.</p>\n<figure data-asset-id=\"3e4df1cd-2995-4c38-b031-0c3ac4c69d9f\" data-image-id=\"3e4df1cd-2995-4c38-b031-0c3ac4c69d9f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b43480b3-3e07-4f52-8713-a8b8ef030cbf/Single%20sign-on_Desktop.png\" data-asset-id=\"3e4df1cd-2995-4c38-b031-0c3ac4c69d9f\" data-image-id=\"3e4df1cd-2995-4c38-b031-0c3ac4c69d9f\" alt=\"Single-sign-on\"></figure>\n<p>Registreer je gratis en neem deel aan het live webinar op <strong>woensdag 15 mei</strong> 2024 om <strong>13:00</strong> CEST</p>"
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"value": "<h2>Hoogtepunten van versie 23.1</h2>\n<p>Voor staal hebben we veel gedaan op het gebied van <strong>foutbestendigheid en rapportage</strong> - lassen, lastpositie en detailleringscontroles. IDEA StatiCa Member heeft nu een invoerwizard en de mogelijkheid om stijve steunelementen te selecteren waardoor uw invoer wordt versneld en fouten worden beperkt. Het ontwerpen van verbindingen voor <strong>brand </strong>omvat nu het automatisch berekenen van de temperaturen.</p>\n<p>IDEA StatiCa Connection <strong>genereert </strong>nu<strong> IFC-bestanden</strong>, inclusief alle bouten, lassen en materialen. Bouwkundig ingenieurs kunnen verbindingsontwerpen delen met detailers. Met onze cloud-app <strong>Connection Library</strong>, 's werelds grootste online database van staalverbindingen, kunnen verbindingsbestanden <strong>gedownload en hergebruikt</strong> worden in de desktop-app.</p>\n<p><strong>IDEA StatiCa Detail</strong>, onze oplossing voor het structureel ontwerp van betonnen wanden en details, heeft een complete <strong>herziening van de gebruikersinterface</strong> ondergaan. Nieuwe facelift van pictogrammen en werkbalk, nieuwe modelleeropdrachten, betere 3D-weergave en meer rapportagemogelijkheden die uw werk allemaal aanzienlijk versnellen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3501e913_d05e_01cf_94d7_70e448ceb4c4\"></object>\n<h2>Ontwerp van staalverbindingen</h2>\n<ul>\n <li><a data-item-id=\"fd5bef4c-e557-461f-83a9-e7895e4cb0e0\" href=\"\">IFC-bestand exporteren vanuit IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"7b304893-2abe-4b0b-8ef2-5b0a4a55ac23\" href=\"\">Brandwerendheid - automatische temperatuurberekening</a></li>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Lassen – autodesign, invoer, waarschuwingen, visualisatie</a></li>\n <li><a data-item-id=\"acaf2460-d59c-48fa-b682-764610d63a22\" href=\"\">De pictogrammen en werkbalk van IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Connection Library – de grootste database van downloadbare staalverbindingen</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Invoer en visualisatie van dwarskrachtpositie</a> (sinds patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Reductie van de vloeisterkte voor kokers van hoogsterkte staal</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Waarschuwingen voor lassen en bouten die dezelfde platen verbinden</a> (sinds patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Herkenning van de vulplaat</a> (sinds patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Verbeteringen voor detaillering van bouten en lassen in Eurocode</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beperkingen bij het controleren van ankers</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Gedetailleerde berekening van materiaalwaarden voor verbindingsontwerp weergegeven voor platen</a></li>\n <li>AISC staal- en boutkwaliteit materialen voor AISC360-22 (sinds patch 23.0.4)</li>\n</ul>\n<h2>Ontwerp van stalen elementen</h2>\n<ul>\n <li><a data-item-id=\"51f637a2-2c12-4e17-ba60-b4d4457f04f8\" href=\"\">Member – Stijf steunelement (RSM)</a></li>\n <li><a data-item-id=\"4485e112-0800-43dd-aa97-a50c144d5d87\" href=\"\">Versterking van bestaande stalen elementen</a></li>\n <li><a data-item-id=\"7c6e400b-9efb-4833-8cf7-66e95fc680cf\" href=\"\">Modelleringswizard voor typische gebruikssituaties in Steel Member</a></li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singulariteitsdetectie in Member</a> (sinds patch 23.0.3)</li>\n</ul>\n<h2>Ontwerp van wanden, details en doorsneden</h2>\n<ul>\n <li><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">Intuïtieve werkbalk en navigatiesysteem voor IDEA StatiCa Detail</a>, inclusief\n <ul>\n <li>Lijst van entiteiten, met alle elementen van het model op één plaats</li>\n <li>Mogelijkheid om entiteiten gemakkelijk toe te voegen, te kopiëren, te verwijderen of te hernoemen</li>\n <li>Filterbare specifieke wapeningselementen voor duidelijkheid</li>\n <li>Sorteerbare entiteiten op basis van uw geselecteerde hiërarchie</li>\n <li>Gemakkelijk te vinden tools helpen u bij het ontwerpen van wapening</li>\n </ul>\n </li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbetering van interactienorm-controle in RCS</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"ee577133-34f8-4ce8-91f9-6f1c2b3c6dba\" href=\"\">Wapeningen importeren uit DXF-bestanden in IDEA StatiCa Detail</a></li>\n <li><a data-item-id=\"605deda1-c4b4-4050-9f9a-99dd7dcc89a1\" href=\"\">Bond model for SLS in Detail</a></li>\n</ul>\n<h2>BIM-links en trainingen</h2>\n<p>BIM-links reduceren de modelleertijd, verminderen het aantal copy-paste fouten en verhelpen eventuele problemen met gegevensoverdracht. In versie 23.1 hebt u nu toegang tot onze nieuwe BIM-link met <strong>SDS2</strong> van Allplan en een IDEA StatiCa-plugin voor de <strong>Rhino Grasshopper</strong>-tool.</p>\n<ul>\n <li><a data-item-id=\"06245986-c2b4-418b-9cc4-4293cd8ef1bd\" href=\"\">IDEA StatiCa Grasshopper-plugin</a></li>\n <li><a data-item-id=\"27e518e3-63ef-4833-9697-67939922ccc8\" href=\"\">BIM-link met SDS2 van Allplan</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX-functies in parametrisch ontwerp</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"3c53aabc-4cfb-4ede-b6c7-ce1f0426ed69\" href=\"\">BimApi oplossing voor AXIS VM 7, Robot Structural Analysis 2024</a> (sinds patch 23.0.1)</li>\n <li><a data-item-id=\"32eee9f7-135f-46c5-8b98-19fa9d4b466c\" href=\"\">API/ontwikkelaarsdocumentatie website</a></li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"253fe4ea-28e8-425a-8ec3-73c43794ef66\" href=\"\">ondersteunde versies in 23.1</a></li>\n</ul>\n<p>Om u te helpen <strong>IDEA StatiCa onder de knie te krijgen,</strong> hebben we de <a data-item-id=\"9b649ffb-9cc1-48a3-b827-442f7cdd2af5\" href=\"\"><strong>Campus opnieuw ontworpen</strong></a>. Deze biedt u e-learningcursussen in uw eigen tempo, elk met de mogelijkheid om een certificering op professioneel niveau te behalen.</p>\n<h2>Volledige release notes</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa 23.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2b1e2832_5093_01a5_a504_1dae70e78593\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cf9f77be_539e_0198_bda8_512440acffe1\"></object>"
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"value": "<h2>Versie 24.1 hoogtepunten</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bae0c89_c3e5_0128_3714_d9f456709348\"></object>\n<h2>Betonontwerp</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail is geverifieerd</strong></a> en klaar voor het constructief ontwerp van <strong>verankeringen in 3D</strong>, waarbij rekening wordt gehouden met de <strong>werkelijke wapening </strong>en de problemen met<strong> </strong>ankers dicht bij betonranden wordt opgelost.</li>\n <li>Nieuw<strong> </strong>Analyse van <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>laterale torsiebuiging</strong></a> in <strong>Beam-app</strong> en <strong>UGT</strong><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>-combinaties</strong></a> in Detail <strong>voor het ontwerpen van prefab elementen</strong>.</li>\n <li>Kant-en-klare <a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>templates voor 2D-detaillering</strong></a> maken de start van het modelleringsproces een kwestie van seconden.</li>\n</ul>\n<h2>Ontwerp van staalverbindingen</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Parametrische </strong></a><strong>templates </strong>voor typische of repetitieve staalverbindingen. Er zijn standaard 50 templates in de IDEA set en je kunt zelf templates maken.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Versnelling van de Connection-applicatie</strong></a> met korter opstarten van de applicatie, snellere reacties in het Backstage-menu en <strong>geoptimaliseerde </strong>resultaatpresentaties en <strong>geheugengebruik </strong>voor<strong> </strong>grote projecten.</li>\n <li><strong>UI-verbeteringen - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Projectitem- en materiaalbeheer</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Meetgereedschap</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">multiselect/multiedit</a> en <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">DXF-plaatimport</a></li>\n <li><strong>Eurocode verbeteringen </strong>bevatten <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatische codeselectie tussen 1993-1-8 en 1992-4</a>. <strong>Canada en Australië</strong> zijn voorzien van <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">PJP-lasnaden</a>, <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">bijgewerkte AISC v16.0 vormdatabase</a> en <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\">materiaaldefaults</a>.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer mogelijkheden</strong></a><strong> </strong>is uitgebreid voor teamsamenwerking door model delen via <strong>URL hyperlinks</strong> en <strong>Link management</strong>. Er is <a href=\"https://www.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">extra modelinformatie</a> toegevoegd - lastypen en -maten, modeltype, penverbindingen, coördinaten van de verbindingsruimte.</li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Verbindingsbibliotheek</strong></a><strong> </strong>suggereert ontwerpen precies voor specifieke modellen vanuit Viewer.</li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li>Met de <a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Hilti PROFIS-plugin</strong></a> kunnen meer dan 200.000 huidige Hilti-gebruikers belastingen, materialen en doorsneden exporteren van hun FEA-toepassing naar Hilti PROFIS Engineering via Checkbot.</li>\n <li>Verbindingsontwerpen die van toepassing zijn op <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>knooppuntgroepen in Checkbot</strong></a> worden automatisch gemaakt op basis van geometrie en doorsnede of door de gebruiker gedefinieerde selectie.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>De snelheid van</strong></a> de applicatie is met 60% <a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\"><strong>toegenomen</strong></a> en opent projecten met 1000 knooppunten in slechts enkele seconden.</li>\n <li>Exportmogelijkheden uitgebreid met <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>IFC-export</strong></a> voor eenvoudige of multi-connectiebestanden.</li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>ondersteunde versies in 24.1</strong></a></li>\n</ul>\n<h2>Bruikbaarheid en licenties</h2>\n<ul>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Nieuwe Projectinstellingen</strong></a> met exporteren en delen, mogelijk om aan te passen voor nationale bijlagen.</li>\n <li><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\"><strong>Single Sign-on (SSO) licentietype</strong></a> is beschikbaar voor alle Enterprise-klanten.</li>\n <li>Licentiebeheerders kunnen<strong> maandelijkse gebruiksrapporten </strong>van IDEA StatiCa-apps bekijken<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a7de3a5a_f918_01ba_d419_f261ebfdf4f4\"></object>"
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"value": "<p>IDEA StatiCa is een hulpmiddel voor het oplossen van complexe 3D opgaven en is volledig geverifieerd voor verankeringen in betonblokken. Deze oplossing maakt het mogelijk om ontwerpen uit te voeren zonder oversimplificaties en biedt controles op basis van de Ultimate Limit State (ULS). Samen met IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> voor verificatie van verankeringen bieden we een uitgebreid pakket voor iedereen die te maken heeft met staal-betonverbindingen.</p>\n<p>Verbeterde overdracht van afschuiving, verbeterde resultaten en vereenvoudigde integratie tussen <strong>IDEA StatiCa Connection</strong> en <strong>IDEA StatiCa Detail</strong>, samen met de verificaties, betekent dat de oplossing nu volledig in staat is om echte, praktische voorbeelden van elk soort verankering te verwerken.</p>\n<h3>Wat zijn enkele belangrijke verbeteringen ten opzichte van de BETA-versie?</h3>\n<ul>\n <li><strong>Dwarskrachtoverbrenging:</strong> Fundamentele entiteiten die het algemene ontwerp van alle soorten verankeringen mogelijk maken <strong>(Ankers, Kluft of door Wrijving)</strong>. Alle typen komen overeen met de opties in IDEA StatiCa Connection, waardoor het importeren soepel verloopt. Lees de aparte release note gewijd aan <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">afschuifkracht verankeringen.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n <li><strong>Resultaat snede</strong>: Als onderdeel van de verbeteringen voor een beter begrip van de resultaten, biedt Detail de mogelijkheid om het werkelijke gedrag van de constructie te zien. Lees de aparte release note: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Verbetering van de interpretatie van resultaten</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n <li><strong>Volledige export: </strong>Inclusief alle informatie over de verbinding. Lees de aparte release note: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Importeren van verankeringen van Verbinding naar Detail</a></li>\n <li><strong>Rastervlak</strong>: Er is een nieuw raster om te helpen bij de identificatie van oppervlakken tijdens het modelleren. Lees de aparte release note: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Verbetering van de modellering - Rasters en eigen gewicht</a></li>\n <li><strong>Eigen gewicht:</strong> Nieuw belastingstype; eigen gewicht. Het wordt automatisch berekend op basis van de afmetingen en het geselecteerde materiaal.</li>\n <li><strong>Verfijnde mesh rond ankers:</strong> De mesh rond de ankers is lokaal verfijnd voor nauwkeurige resultaten. Deze instelling kan niet worden gewijzigd. De mesh wordt automatisch gegenereerd.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Uitgebreide functiebeschrijving van 3D Detail.</a></p>\n<p><em>Opmerking: Momenteel alleen voor Eurocode (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7785b2eb_8156_0155_a1fe_52180883bdb9\"></object>\n<h3>Bekende beperkingen voor Detail 3D</h3>\n<p>Omdat Detail een tool is dat het oordeel van ingenieurs niet kan vervangen, is een goed begrip van de functies, voordelen en beperkingen noodzakelijk. Lees de beperkingen waarmee rekening moet worden gehouden:</p>\n<ul>\n <li>De oplossing is alleen geschikt <strong>voor gewapend beton.</strong></li>\n <li>De toepassing biedt<strong> UGT-controles</strong> volgens EN.</li>\n <li>In Detail wordt <strong>slechts één betonblok</strong> ondersteund.</li>\n <li>In Detail worden de ankers alleen gecontroleerd op treksterkte. Het is noodzakelijk om <strong>Connection te gebruiken voor afschuif- en interactiecontroles</strong>.</li>\n <li>Alleen modellen <strong>die verankerd zijn via de voetplaat</strong> en <strong>alleen Direct contact </strong>kunnen geïmporteerd worden in Detail (vanuit Connection).</li>\n <li><strong>Geïmporteerde belastingen en door de gebruiker ingevoerde belastingen kunnen niet worden gecombineerd binnen één model.</strong></li>\n</ul>\n<p>Voor een volledige lijst van beperkingen met verdere uitleg, zie het artikel: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperkingen voor 3D Detail</a></p>\n<h3>Verificaties</h3>\n<p>We benadrukken nogmaals dat hoewel Detail 3D een algemene oplossing is voor het modelleren van elk detail, we voorbeelden stap voor stap verifiëren. De huidige focus ligt vooral op het verifiëren van functionaliteiten met betrekking tot <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">verankering</a>. Zie het overzicht van mogelijke use cases en plannen voor verdere ontwikkeling hieronder:</p>\n<table><tbody>\n <tr><td><strong>Use-case</strong></td><td><strong>Functionaliteit gereed</strong></td><td><strong>Verificatie voorzien</strong></td><td><strong>Verificatie in versie</strong></td></tr>\n <tr><td>Voetstukken van stalen kolommen</td><td>JA</td><td>JA</td><td>24.1.0</td></tr>\n <tr><td>Algemene verankeringen van stalen elementen (balken, schoren, hijsogen enz.)</td><td>JA</td><td>JA</td><td>24.1.0</td></tr>\n <tr><td>Algemeen gebruik van detail 3D voor andere gevallen (Paalkop)</td><td>JA</td><td>NEE</td><td>in ontwikkeling</td></tr>\n <tr><td>Wanden</td><td>NEE</td><td>NEE</td><td>in ontwikkeling</td></tr>\n</tbody></table>\n<p>We werken <a href=\"https://preview.ideastatica.com/support-center-verifications?product=concrete&label=detail_3d\">3D Detail</a> voortdurend bij en voegen nieuwe <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">verificaties</a> toe, waarbij we de functionaliteit en de aannames verifiëren. Lees voor een beter begrip van de methode de uitgebreide Theoretische achtergrond, die de belangrijkste aannames, een beschrijving van het materiaalmodel en meer bevat.</p>\n<p>Vrijgegeven in IDEA StatiCa versie 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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"value": "<h2>Parametrische Templates voor elke gebruiker</h2>\n<p>Wij zijn voorstander van het maken en gebruiken van parametrische templates voor iedereen, zowel voor zeer ervaren gebruikers als voor degenen die net beginnen. Laten we de gebruikers van IDEA StatiCa Connection onderverdelen in rollen en uitleggen wat de verschillen zijn en welke opties ze hebben.</p>\n<ul>\n <li><strong>Maker</strong>: De maker is iemand die de belangrijkste principes en regels van het modelleren in IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> kent en in staat is om een verbinding correct te modelleren. De maker wil een standaardverbinding parametriseren en een sjabloon maken voor anderen.</li>\n <li><strong>Gebruiker: </strong>Een basisgebruiker kan een junior engineer zijn of iemand die IDEA StatiCa niet vaak gebruikt, of iemand die gewoon nog niet voldoende vaardigheden heeft ontwikkeld. Ze willen vooral de parametrische templates gebruiken en begrijpen wat er gebeurt in plaats van ze zelf te maken.</li>\n</ul>\n<figure data-asset-id=\"cbe665bc-55ae-414d-8af8-a73865ed575b\" data-image-id=\"cbe665bc-55ae-414d-8af8-a73865ed575b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4102c563-cf28-4744-bc09-7f88e522e3cb/parametres.png\" data-asset-id=\"cbe665bc-55ae-414d-8af8-a73865ed575b\" data-image-id=\"cbe665bc-55ae-414d-8af8-a73865ed575b\" alt=\"\"></figure>\n<p>Beide gebruikers zullen in de UI en in de UX merken dat ze intuïtieve functionaliteit en vereenvoudigde logica bieden.</p>\n<h2>Belangrijkste UI-functies</h2>\n<ul>\n <li>Standaard UI-componenten voor parameters</li>\n <li>Toegang tot projectmateriaal en doorsnede via het ontwerp UI-tabblad</li>\n <li>Drop-down selectie</li>\n <li>Conversie tussen eigenschapstypes tussen verschillende toepassingen zoals Tekla of Revit (degene die specifieke eigenschapstypes gebruiken)</li>\n</ul>\n<h4>Standaard UI-componenten voor parameters</h4>\n<p>Specifieke eenheidswaarden worden opgenomen als waardetypes en eenheden worden gekoppeld aan deze waardetypes volgens de eenheidsinstellingen. Het generieke waardetype maakt het mogelijk om elk gegevenstype te bevatten dat wordt weergegeven in stringformaat. Zie de onderstaande afbeelding voor een beter begrip:</p>\n<figure data-asset-id=\"779538d9-4ab1-492c-b772-c7bd8d38e0e1\" data-image-id=\"779538d9-4ab1-492c-b772-c7bd8d38e0e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a0151669-2048-4b44-a12e-49d020e75255/24.0%20vs%2024.1.png\" data-asset-id=\"779538d9-4ab1-492c-b772-c7bd8d38e0e1\" data-image-id=\"779538d9-4ab1-492c-b772-c7bd8d38e0e1\" alt=\"\"></figure>\n<p>Door waardetypes in te schakelen, kunnen we specifieke <strong>UI-componenten</strong> selecteren voor elk waardetype. Bekijk alle waardetypes hieronder:</p>\n<figure data-asset-id=\"61296782-41c9-4e4a-a07b-d46281ba8506\" data-image-id=\"61296782-41c9-4e4a-a07b-d46281ba8506\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3a84f01-f1c1-4304-8598-cb27f31b2381/Value%20types.png\" data-asset-id=\"61296782-41c9-4e4a-a07b-d46281ba8506\" data-image-id=\"61296782-41c9-4e4a-a07b-d46281ba8506\" alt=\"\"></figure>\n<p>Slechts enkele waardetypes zijn toegevoegd aan de eenvoudige UI. Andere kunnen naar wens worden toegevoegd.</p>\n<h4>Drop-down selectie</h4>\n<p>De opname van een dropdown selector wordt weerspiegeld in het werk van beide rollen. De maker kan eenvoudiger input geven op het tabblad ontwikkelaar, terwijl de basisgebruiker profiteert van eenvoudiger werk op het tabblad ontwerp.</p>\n<ul>\n <li><strong>Dropdown waardetype (tabblad ontwikkelaar)</strong></li>\n</ul>\n<figure data-asset-id=\"c1e1fe16-37c4-4a8b-b6f7-904fcbde64a6\" data-image-id=\"c1e1fe16-37c4-4a8b-b6f7-904fcbde64a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8ee2eb40-bc40-4ecc-a033-f872dca5195c/Drop-down%20value%20type-Developer.png\" data-asset-id=\"c1e1fe16-37c4-4a8b-b6f7-904fcbde64a6\" data-image-id=\"c1e1fe16-37c4-4a8b-b6f7-904fcbde64a6\" alt=\"\"></figure>\n<ul>\n <li><strong>Dropdown waardetype (tabblad Ontwerp)</strong></li>\n</ul>\n<figure data-asset-id=\"aec2414c-3433-49e3-8f6d-923aef40b9a3\" data-image-id=\"aec2414c-3433-49e3-8f6d-923aef40b9a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6a40ca28-621e-4552-8849-dcc251fa45b9/Drop-down%20value%20type-Design.png\" data-asset-id=\"aec2414c-3433-49e3-8f6d-923aef40b9a3\" data-image-id=\"aec2414c-3433-49e3-8f6d-923aef40b9a3\" alt=\"\"></figure>\n<h4>Toegang tot projectmateriaal en doorsnede</h4>\n<p>De toegang tot doorsneden en materialen werkt op dezelfde manier en dit wordt ook weerspiegeld in zowel het creatie- als het gebruiksproces.</p>\n<ul>\n <li><strong>Type doorsnedewaarde (tabblad Ontwikkelaar)</strong></li>\n</ul>\n<figure data-asset-id=\"df2ed53f-6671-4190-a799-bbc7a8bb4ff6\" data-image-id=\"df2ed53f-6671-4190-a799-bbc7a8bb4ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6f01a24-8b87-421f-8b8a-f5ba0fee8bd8/Cross-section%20value%20type-Developer.png\" data-asset-id=\"df2ed53f-6671-4190-a799-bbc7a8bb4ff6\" data-image-id=\"df2ed53f-6671-4190-a799-bbc7a8bb4ff6\" alt=\"\"></figure>\n<ul>\n <li><strong>Waarde type doorsnede (tabblad Ontwerp)</strong></li>\n</ul>\n<figure data-asset-id=\"b313b743-1a0f-4778-a4f3-03c534f4e3a0\" data-image-id=\"b313b743-1a0f-4778-a4f3-03c534f4e3a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/149accb1-8aa3-4bf2-a9b2-899da43d1a95/Cross-section%20value%20type.png\" data-asset-id=\"b313b743-1a0f-4778-a4f3-03c534f4e3a0\" data-image-id=\"b313b743-1a0f-4778-a4f3-03c534f4e3a0\" alt=\"\"></figure>\n<h2>Standaardwaarden voor parameters</h2>\n<p>Ontwerpers van parametrische templates kunnen standaardwaarde-expressies toewijzen aan elke zichtbare parameter binnen de eenvoudige bewerkingsinterface. Wanneer deze worden toegepast, worden deze standaardwaarden geïnitialiseerd in de eenvoudige gebruikersinterface, waardoor junior gebruikers worden begeleid met vooraf geselecteerde waarden die aanpasbaar blijven. Standaardwaarden kunnen worden ingesteld op basis van ontwerpinstellingen of berekend op basis van andere parameterinvoer, zoals balkhoogtes.</p>\n<figure data-asset-id=\"44816256-a8e2-40f6-9719-d266d3fecfa5\" data-image-id=\"44816256-a8e2-40f6-9719-d266d3fecfa5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04d58107-c9e8-4516-b267-f4713db4dff3/Default%20expression.png\" data-asset-id=\"44816256-a8e2-40f6-9719-d266d3fecfa5\" data-image-id=\"44816256-a8e2-40f6-9719-d266d3fecfa5\" alt=\"\"></figure>\n<h2>Lasteffect ophalen, stringinvoer en eenheden</h2>\n<p>Functies voor het ophalen van belastingen, stringinvoer en eenheden zijn duidelijk gedefinieerd voor precisie en gebruiksvriendelijkheid.</p>\n<h4>Belasting ophalen</h4>\n<p>Met de functie <strong>GetLoadEffects</strong> kunnen gebruikers belastingseffecten ophalen om de plaatdikte en andere verbindingsparameters aan te passen.</p>\n<ul>\n <li>Zoek naar GetLoadEffectEnvelope(Member, Action, Envelope, End) in de <a href=\"https://developer.ideastatica.com/docs/api/api_parameter_reference_guide.html\">documentatie</a>.</li>\n</ul>\n<h4>Strings</h4>\n<p>De functie <strong>Strings</strong> kan worden gebruikt om strings te maken voor het definiëren van boutafstandingangen, punten en vectoren.</p>\n<ul>\n <li>Zoek naar de functie String in de <a href=\"https://developer.ideastatica.com/docs/api/api_parameter_reference_guide.html\">documentatie</a>.</li>\n</ul>\n<h4>Eenheden</h4>\n<p>De invoer voor Lengte, Oppervlakte, Kracht, Spanning, Moment, Temperatuur, Hoek en Tijd kan in verschillende eenheden worden ingevoerd (anders dan de SI-basiseenheden). De lengte kan bijvoorbeeld worden gedefinieerd in de eenheden 'm', 'dm', 'cm', 'mm', 'in' en 'ft'.</p>\n<ul>\n <li>Kijk voor het importeren van eenheden en conversiefuncties in de <a href=\"https://developer.ideastatica.com/docs/api/api_parameter_reference_guide.html\">documentatie</a>.</li>\n</ul>\n<h4>Boutdiameter ophalen</h4>\n<p>Boutdiameters voor specifieke boutinvoer in gespecificeerde bewerkingen kunnen worden bepaald met <strong>GetBoltDiameter</strong>.</p>\n<ul>\n <ul>\n <li>Zoek naar GetBoltDiameter('operation_name', index) in de <a href=\"https://developer.ideastatica.com/docs/api/api_parameter_reference_guide.html\">documentatie</a>.</li>\n </ul>\n</ul>\n<h4>Model eigenschap link</h4>\n<p>Parameters kunnen worden gekoppeld aan meerdere modeleigenschappen door het dialoogvenster \"Koppeling modeleigenschap toevoegen\" uit te breiden met <strong>Toepassen</strong> en <strong>OK</strong>. Met Toepassen kun je meer eigenschappen in één keer koppelen zonder dat je het dialoogvenster hoeft te sluiten.</p>\n<figure data-asset-id=\"ec0aca1f-ab21-4bb5-b4ab-e5c8ee3eeb4f\" data-image-id=\"ec0aca1f-ab21-4bb5-b4ab-e5c8ee3eeb4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b15f72bb-fa4f-42c2-9a0b-49d85fd7c49c/Add%20model%20property%20link.png\" data-asset-id=\"ec0aca1f-ab21-4bb5-b4ab-e5c8ee3eeb4f\" data-image-id=\"ec0aca1f-ab21-4bb5-b4ab-e5c8ee3eeb4f\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<h2>Dynamisch groeperen in Checkbot</h2>\n<p><a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot </a>is geoptimaliseerd voor modellen met honderden verbindingen en biedt hulpmiddelen voor bulkbewerkingen. De groeperingstools maken efficiënt beheer van verbindingen mogelijk door ze te categoriseren op basis van <strong>typologie</strong> en <strong>doorsnede-indeling</strong>. Deze functionaliteit vereenvoudigt de navigatie en selectie en maakt het mogelijk om meerdere verbindingen in bulk te ontwerpen.</p>\n<p><strong>Dynamic Grouping</strong> organiseert verbindingen in de projectboom automatisch in twee niveaus op basis van <strong>typologie</strong> en <strong>doorsnede</strong>:</p>\n<ol>\n <li><strong>Typologie </strong>-<strong> </strong>houdt rekening met het aantal staven en hun relatieve posities (bv. balk-aan-balk, balk-aan-kolom).</li>\n <li><strong>Typologie, doorsnede (Arrangement) </strong>- binnen dezelfde typologie worden verbindingen verder gegroepeerd per type doorsnede. Dit is de laagste overeenkomst die nodig is om te kunnen zoeken naar gelijkaardige ontwerpen in de <a data-item-id=\"0c7b66ab-0a1d-47cf-98f5-a050a39f5a62\" href=\"\"><strong>Verbindingsbibliotheek</strong></a><strong>.</strong></li>\n</ol>\n<figure data-asset-id=\"fd88b1d6-7aaf-45cb-81e4-9bf717b262e5\" data-image-id=\"fd88b1d6-7aaf-45cb-81e4-9bf717b262e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ac71884-398b-4c81-a95d-cae50766c0c4/Typology%20and%20arrangement.png\" data-asset-id=\"fd88b1d6-7aaf-45cb-81e4-9bf717b262e5\" data-image-id=\"fd88b1d6-7aaf-45cb-81e4-9bf717b262e5\" alt=\"\"></figure>\n<p>Het derde groeperingsniveau wordt gedefinieerd als <strong>ontwerpgroepen</strong>, die worden aangemaakt en beheerd door gebruikers. Deze groepen maken verdere aanpassingen mogelijk, zodat gebruikers specifieke sets van verbindingen kunnen organiseren op basis van hun projectbehoeften. De enige voorwaarde is dat verbindingen binnen dezelfde ontwerpgroep dezelfde <strong>typologie</strong> en <strong>doorsnede</strong> moeten hebben.</p>\n<p>Het aanmaken van alle groepsniveaus, inclusief dynamisch groeperen en ontwerpgroepen, wordt afgehandeld door de projectboom.</p>\n<figure data-asset-id=\"b07d7b3a-497e-4f80-a8dc-7f5e28d8fe27\" data-image-id=\"b07d7b3a-497e-4f80-a8dc-7f5e28d8fe27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/119bcca3-44a6-4085-afdb-0e2d7effc048/Tree%20sorting_1.png\" data-asset-id=\"b07d7b3a-497e-4f80-a8dc-7f5e28d8fe27\" data-image-id=\"b07d7b3a-497e-4f80-a8dc-7f5e28d8fe27\" alt=\"\"></figure>\n<p>De verbindingen kunnen vier verschillende ordeningsopties hebben, gebaseerd op het groeperingsniveau.</p>\n<figure data-asset-id=\"4b33b631-a453-4a2c-af87-340f427181f9\" data-image-id=\"4b33b631-a453-4a2c-af87-340f427181f9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd0bf2f3-733b-47d9-b232-39b5322aa6ae/tree_selection_1.png\" data-asset-id=\"4b33b631-a453-4a2c-af87-340f427181f9\" data-image-id=\"4b33b631-a453-4a2c-af87-340f427181f9\" alt=\"\"></figure>\n<h2>Verbindingen en groepen verwijderen</h2>\n<p>De boom en het eigenschappenraster bieden gebruikers een duidelijker projectoverzicht en sneller ontwerpbeheer. Deze verbeteringen maken een snellere navigatie en een efficiëntere controle van ontwerpeigenschappen mogelijk, waardoor het proces wordt vereenvoudigd en kritieke details gemakkelijk toegankelijk zijn.</p>\n<p><strong>Het sorteren van verbindingen in de boom is gebaseerd op het volgende:</strong></p>\n<ul>\n <ul>\n <li>Knooppunt</li>\n <li>Naam</li>\n <li>Status (Te ontwerpen, Te controleren, Controle geslaagd, Controle mislukt)</li>\n </ul>\n</ul>\n<figure data-asset-id=\"927907fa-b501-4e37-9b81-19ec19bb563e\" data-image-id=\"927907fa-b501-4e37-9b81-19ec19bb563e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/64743c51-d3a5-4ca2-aa3a-af0ea6cf8bcb/Tree%20sorting_2.png\" data-asset-id=\"927907fa-b501-4e37-9b81-19ec19bb563e\" data-image-id=\"927907fa-b501-4e37-9b81-19ec19bb563e\" alt=\"\"></figure>\n<p><strong>Overzichtsinformatie verbindingsgroepen:</strong></p>\n<p>Gebruikers kunnen nu op de hoofdgroep in de boomstructuur klikken om direct toegang te krijgen tot een overzicht van informatie die relevant is voor de geselecteerde groep (Verbindingen, Typologie, Arrangement, Ontwerpgroep). Deze functie biedt een gecentraliseerde manier om belangrijke projectgegevens te bekijken:</p>\n<h4>Aansluitingen</h4>\n<ul>\n <ul>\n <li>Totaal aantal verbindingen</li>\n <li>Te ontwerpen</li>\n <li>Te controleren (ontworpen)</li>\n <li>Controle geslaagd</li>\n <li>Controle mislukt</li>\n </ul>\n</ul>\n<figure data-asset-id=\"85688740-ce3e-4e3e-a7ed-addb0ff18d5e\" data-image-id=\"85688740-ce3e-4e3e-a7ed-addb0ff18d5e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/efc8f705-9c3b-4857-a476-6d3850c0d5c2/property%20grid.png\" data-asset-id=\"85688740-ce3e-4e3e-a7ed-addb0ff18d5e\" data-image-id=\"85688740-ce3e-4e3e-a7ed-addb0ff18d5e\" alt=\"\"></figure>\n<h4>Typologie en indeling</h4>\n<ul>\n <li>Aantal staven</li>\n <li>Type doorsnede van balken</li>\n</ul>\n<figure data-asset-id=\"97ecc591-2e30-4fe2-95ee-d9af30a7c303\" data-image-id=\"97ecc591-2e30-4fe2-95ee-d9af30a7c303\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fae9368f-f439-4ab0-a0d9-e4003295d360/Typo%20and%20arrangement%20info.png\" data-asset-id=\"97ecc591-2e30-4fe2-95ee-d9af30a7c303\" data-image-id=\"97ecc591-2e30-4fe2-95ee-d9af30a7c303\" alt=\"\"></figure>\n<h4>Ontwerpgroepen</h4>\n<ul>\n <li>Naam</li>\n <li>Referentie verbinding</li>\n <li>Aantal verbindingen in een groep</li>\n <li>Aantal staven in typologie</li>\n</ul>\n<figure data-asset-id=\"ba343341-96c1-42d4-b1ee-792ba16a78d7\" data-image-id=\"ba343341-96c1-42d4-b1ee-792ba16a78d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/86102960-417e-487d-b227-2ec5615754d6/group%20info.png\" data-asset-id=\"ba343341-96c1-42d4-b1ee-792ba16a78d7\" data-image-id=\"ba343341-96c1-42d4-b1ee-792ba16a78d7\" alt=\"\"></figure>\n<h2>Verbindingsontwerp met ontwerpgroepen</h2>\n<p>Met een <strong>ontwerpgroep</strong> kan een lijst van verbindingen worden aangestuurd vanuit één referentieontwerp, wat betekent dat de propagatie (of templating) van een <strong>referentieverbinding</strong> naar alle andere verbindingen in de groep automatisch gebeurt. Groepen worden behandeld als specifieke objecten met eigenschappen en gebruikers kunnen er aangepaste namen aan toekennen. Dit bespaart gebruikers veel tijd bij het werken met grote sets verbindingen doordat ontwerpwijzigingen en bewerkingen automatisch worden doorgegeven aan alle <strong>kindverbindingen (child connections)</strong> binnen de groep.</p>\n<h3>Workflow voor gebruikers</h3>\n<p>Het standaard aanmaken van groepen gaat zoals hieronder beschreven:</p>\n<h4>1. Groep aanmaken</h4>\n<ul>\n <ul>\n <li>Gebruikers selecteren een of meer verbindingen om een groep te maken. Verbindingen moeten een minimale gelijkenis hebben: dezelfde <strong>typologie</strong> en <strong>doorsnede</strong>.</li>\n <li>De eerste geselecteerde verbinding wordt automatisch de <strong>referentieverbinding </strong>(de referentieverbinding is onderstreept in de boom), die het ontwerp van de groep bepaalt. Alle andere verbindingen worden beschouwd als <strong>kindverbindingen</strong>.</li>\n <li>De naam van de ontwerpgroep kan naar wens worden gedefinieerd.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"6d6bd679-52b7-466e-b83c-067b2a452b06\" data-image-id=\"6d6bd679-52b7-466e-b83c-067b2a452b06\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/775e7a16-ea30-4473-9eb0-f45c9e368d1e/1.Group%20creation.png\" data-asset-id=\"6d6bd679-52b7-466e-b83c-067b2a452b06\" data-image-id=\"6d6bd679-52b7-466e-b83c-067b2a452b06\" alt=\"\"></figure>\n<h4>2. Ontwerp de referentieverbinding</h4>\n<ul>\n <ul>\n <li>De <strong>referentieverbinding</strong> kan handmatig worden ontworpen of door een vooraf gedefinieerd <a data-item-id=\"e57e8357-eae9-4024-8feb-cd0ce202a389\" href=\"\"><strong>sjabloon</strong></a><strong> </strong>toe te passen in de Connection app. Gebruik het \"sniper\"-symbool om de referentieverbinding te identificeren.</li>\n <li>Alle ontwerpbewerkingen en parameters van de referentieverbinding worden automatisch doorgegeven aan de kindverbindingen, inclusief de <a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\">doorsnedeweergaven</a>.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"b0424df5-9fca-4cd3-9df6-6c3e57fce0c3\" data-image-id=\"b0424df5-9fca-4cd3-9df6-6c3e57fce0c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9d05473-176b-44bb-a671-79f37f742dac/Reference%20design.png\" data-asset-id=\"b0424df5-9fca-4cd3-9df6-6c3e57fce0c3\" data-image-id=\"b0424df5-9fca-4cd3-9df6-6c3e57fce0c3\" alt=\"\"></figure>\n<h4>3. Automatische propagatie naar kindverbindingen</h4>\n<ul>\n <ul>\n <li>Alle wijzigingen die worden aangebracht aan de referentieverbinding worden automatisch toegepast op alle <strong>kindverbindingen</strong> in de ontwerpgroep, waardoor uniformiteit wordt gegarandeerd.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"471cfb7b-8f5f-4b63-ba8e-dd92488a652a\" data-image-id=\"471cfb7b-8f5f-4b63-ba8e-dd92488a652a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d53b53e-c50a-4ce0-9345-8eae52e5de61/child%20items%20designed.png\" data-asset-id=\"471cfb7b-8f5f-4b63-ba8e-dd92488a652a\" data-image-id=\"471cfb7b-8f5f-4b63-ba8e-dd92488a652a\" alt=\"\"></figure>\n<h4>4. Groepsberekening</h4>\n<ul>\n <ul>\n <li>De verbindingen binnen de <strong>ontwerpgroep</strong> worden collectief berekend.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"1f4636dc-2d26-4689-90e3-7c0fdecc744b\" data-image-id=\"1f4636dc-2d26-4689-90e3-7c0fdecc744b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/079dd4d5-bfd8-42e5-84fb-5c73bb0e1d3e/Calculate.png\" data-asset-id=\"1f4636dc-2d26-4689-90e3-7c0fdecc744b\" data-image-id=\"1f4636dc-2d26-4689-90e3-7c0fdecc744b\" alt=\"\"></figure>\n<h4>Synchronisatie en validatie</h4>\n<ul>\n <ul>\n <li>Bij het synchroniseren met of bijwerken van het constructiemodel worden alle kindverbindingen gevalideerd ten opzichte van de referentieverbinding.</li>\n <li>Als een kindverbinding niet langer voldoet aan de parameters van de referentieverbinding, wordt deze gemarkeerd als <strong>ongeldig</strong> in de groep.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"60899d83-5e13-4d4b-ba21-99e1aaafc366\" data-image-id=\"60899d83-5e13-4d4b-ba21-99e1aaafc366\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5db7083a-926a-4ffd-b6ad-59360709bcdc/Invalid.png\" data-asset-id=\"60899d83-5e13-4d4b-ba21-99e1aaafc366\" data-image-id=\"60899d83-5e13-4d4b-ba21-99e1aaafc366\" alt=\"\"></figure>\n<h4>Ontwerpgroepen beheren</h4>\n<ul>\n <ul>\n <li>Gebruikers kunnen <strong>kindverbindingen</strong> toevoegen, verwijderen of verplaatsen tussen <strong>ontwerpgroepen</strong> zolang de verbindingen nog voldoen aan de validatieregels van de groep (zelfde typologie en doorsnede).</li>\n <li>Een groep kan worden geëxplodeerd.</li>\n <li><strong>Kindverbindingen</strong> kunnen uit een groep worden verwijderd zonder de groep te exploderen.</li>\n <li>Ongeldige <strong>kindverbindingen</strong> kunnen worden verwijderd of gecorrigeerd en groepen kunnen indien nodig opnieuw worden geconfigureerd.</li>\n <li>De enige manier om de <strong>referentieverbinding</strong> te verwijderen of te wijzigen is door de groep te exploderen en opnieuw aan te maken. <strong>Wanneer een verbinding gemarkeerd is als referentie, kan deze niet verwijderd worden uit het model</strong>.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"0fc80cd1-f019-4e20-b2e3-88e627fec2c3\" data-image-id=\"0fc80cd1-f019-4e20-b2e3-88e627fec2c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601b2c94-bb7e-47fb-bdbc-c20e90ef8c72/Change%20group%20for%20child%20item.png\" data-asset-id=\"0fc80cd1-f019-4e20-b2e3-88e627fec2c3\" data-image-id=\"0fc80cd1-f019-4e20-b2e3-88e627fec2c3\" alt=\"\"></figure>\n<h4>De sleutel van de pictogrammen in de verbindingsboom</h4>\n<figure data-asset-id=\"5b126423-649b-4a39-9857-304d5385f8f8\" data-image-id=\"5b126423-649b-4a39-9857-304d5385f8f8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a58c6e5b-690d-42a6-9347-8ffbebe7e56f/Legenda.png\" data-asset-id=\"5b126423-649b-4a39-9857-304d5385f8f8\" data-image-id=\"5b126423-649b-4a39-9857-304d5385f8f8\" alt=\"\"></figure>\n<h4>Bekende beperkingen</h4>\n<ul>\n <li>Het modeltype van staven in de referentieverbinding wordt niet doorgegeven aan Kind-verbindingen.</li>\n <li>De positie van krachten van staven in de referentieverbinding wordt niet doorgegeven aan Kind-verbindingen.</li>\n</ul>\n<p><em>Vrijgegeven in versie 24.1</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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Het parametrische ontwerp stelt gebruikers in staat om gestandaardiseerde verbindingen efficiënt te ontwerpen - <strong>lees</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">in dit artikel</a> <strong>meer over het werken met parameters</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">.</a></p>\n<p>De integratie van <strong>parametrische templates </strong>in de <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> biedt een transformerende benadering van de workflows van verbindingsontwerpers. <strong>Het stelt gebruikers in staat om een universele verzameling van templates te creëren en te gebruiken die moeiteloos kunnen worden aangepast en ingezet in verschillende ontwerpcontexten.</strong></p>\n<h2>Hoe werkt het?</h2>\n<p>De gebruiker kan de gemaakte verbinding uploaden naar zijn bedrijfs- of persoonlijke set zoals bij elk ontwerp, en het kan zelfs gedaan worden <strong>met de gedefinieerde parameters</strong>. Zodra er sprake is van dezelfde geometrie in het project en de oplossing kan worden herhaald, kan de gebruiker dit vooraf voorbereide ontwerp (sjabloon) met alle parameters toepassen.</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Bovendien is het na het voorstellen van de template mogelijk om <strong>de parameters direct</strong> <strong>in het hoofdontwerpvenster</strong> te <strong>wijzigen</strong> en is het niet nodig om naar de ontwikkelmodus te gaan. Met deze gebruiksvriendelijke omgeving kunnen minder ervaren gebruikers veilig werken met vooraf gedefinieerde parameters volgens de voorinstellingen van de senior ontwerpers.</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Dit maakt verdere optimalisatie erg eenvoudig omdat het mogelijk is om niet elke entiteit één voor één te veranderen bij het gebruik van bewerkingen.</p>\n<p>Door één parameter te wijzigen, kunnen <strong>meerdere stappen</strong> tegelijk worden uitgevoerd. Als bijvoorbeeld de breedte van de verbreding wordt gewijzigd, wordt niet alleen de verbreding zelf beïnvloed, maar ook alle gerelateerde lassen en de locatie van de verstijver:</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>De vergrendelde wijzigingen in de eigenschappenlijst van sommige productiebewerkingen zijn in dergelijke gevallen uitgeschakeld. Als de gebruiker dat wil, kan hij echter de parameters verbreken met de knop<strong>\"explodeer</strong>\" en doorgaan met het wijzigen van de bewerkingen.</p>\n<p>De templates waaraan de parameters gekoppeld zijn, zijn gemarkeerd met een kleine letter {p}. Er zijn al verschillende parametrische sjablonen voorbereid en beschikbaar gemaakt in de <strong>voorgedefinieerde ontwerpset door het IDEA StatiCa team</strong>.</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h2>Wat zijn de voordelen van parametrische templates?</h2>\n<ul>\n <li><strong>Universele templates</strong>: Ontwerpers hebben toegang tot een brede verzameling parametrische templates uit de Connection Library. Deze templates zijn universeel toepasbaar en bieden een solide basis voor een breed scala aan projecten.</li>\n <li><strong>Parametrische aanpassingen</strong>: Via het tabblad Ontwikkelaar kunnen gebruikers specifieke parameters definiëren voor elke template, waardoor een hoge mate van aanpassing en flexibiliteit in het ontwerp mogelijk is.</li>\n <li><strong>Identificatie van templates</strong>: Parametrische templates zijn gemakkelijk te herkennen aan het symbool {p}, zodat gebruikers ze snel kunnen herkennen en selecteren voor hun projecten.</li>\n <li><strong>Verbeterde bibliotheekfiltering</strong>: Met het filter in het Voorstel-venster van de Connection Library kunnen gebruikers efficiënt parametrische templates vinden in het uitgebreide aanbod van de bibliotheek.</li>\n <li><strong>Publicatiecontrole</strong>: Wanneer een verbinding parameters bevat, hebben ontwerpers de optie om deze parametrische templates te publiceren in de Connection Library. Deze functie biedt flexibiliteit bij het delen van aangepaste templates met de bredere gebruikersgemeenschap of om ze privé te houden voor individueel of intern gebruik.</li>\n</ul>\n<h2>Invloed op workflow</h2>\n<p>De opname van parametrische templates in de Connection Library betekent een aanzienlijke vooruitgang in het ontwerpproces voor ontwerpers van verbindingen. Deze functionaliteit vereenvoudigt het ontwerpproces door:</p>\n<ul>\n <li><strong>Efficiëntie</strong>: Het gebruik van templates versnelt de ontwerpfase, waardoor snellere iteraties en wijzigingen mogelijk zijn.</li>\n <li><strong>Consistentie</strong>: Parametrische templates zorgen voor consistentie in het ontwerp van verschillende projecten, wat cruciaal is voor het handhaven van standaarden en kwaliteit.</li>\n <li><strong>Samenwerking</strong>: De mogelijkheid om aangepaste templates te delen verbetert de samenwerking tussen teams en met de bredere ontwerpgemeenschap.</li>\n <li><strong>Aanpassing</strong>: Ontwerpers kunnen templates aanpassen aan specifieke projectvereisten, wat de nauwkeurigheid en effectiviteit van het ontwerp verbetert.</li>\n</ul>\n<p><em>Uitgebracht in </em><a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\"><em>IDEA StatiCa patch 23.1.5</em></a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"af1b06ab_2e35_0165_3802_c1ca28c5ece6\"></object>\n<h2>Standaard besturingssets in de Operations</h2>\n<p>Het ontwerp van een verbinding door parameters bestaat enerzijds uit het instellen van zeer unieke parameters die specifiek zijn voor elk verbindingstype. Aan de andere kant zijn er parameters die bijna altijd gebruikt worden vanwege algemene engineeringpraktijken, zoals een set lassen, bevestigingsmiddelen en materialen.</p>\n<p>Om het maken van parametrische templates te vereenvoudigen en deze instelling op elk moment te bereiken, nemen we deze besturingselementen op als standaardsets in de Bewerkingen.</p>\n<p>Wanneer je Operations selecteert, zijn er standaard de volgende instellingen:</p>\n<ul>\n <li>Lasinstelling: <strong>Lasmethode</strong> en <strong>lasmateriaal</strong> (24.0.5)</li>\n <li>Instelling bout: <strong>Type</strong>, <strong>afschuifvlak in schroefdraad</strong> en <strong>afschuifkrachtoverbrenging</strong> (24.1.0)</li>\n <li>Platen instellen: <strong>Materiaal </strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>Deze regelaars stellen de specifieke eigenschap voor het hele verbindingsmodel in op alle bewerkingen en worden standaard getoond in de Operations root. Ze veranderen de eigenschappen van de constructie-elementen niet, alleen de bewerkingen.</p>\n<p>Als een van de eigenschappen gerelateerd aan de controle <strong>wordt gebruikt in een parameter</strong> van het parametrische template, wordt de controle automatisch uitgeschakeld. Door dit gedrag voorkomen we de mogelijkheid om dezelfde eigenschap vanaf twee plaatsen te beïnvloeden en zo het verbindingsdetail te verpesten door lussen in parameters.</p>\n<p>Als voordeel worden deze besturingselementen ook getoond zonder een parametrisch template, waardoor snelle wijzigingen mogelijk zijn en eigenschappen van elk verbindingsmodel worden geünificeerd.</p>\n<h2>Wat zijn de voordelen?</h2>\n<ul>\n <li>Voor de <strong>gebruiker van een parametrisch </strong>template (bv. junior gebruiker) zijn alle bewerkingen uitgeschakeld (alleen-lezen). <strong>Het wijzigen van het materiaal, de boutklasse of het plaatmateriaal</strong> is echter nog steeds een algemeen verwachte actie. Als er echter een enkele parameter ontbreekt in het parametrische sjabloon, dan wordt de template onbruikbaar. Algemene eigenschappen zoals lassen, bouten en materiaal kunnen nu worden geregeld in elk parametrisch sjabloon met behulp van de standaard besturingselementen onder de parameters.</li>\n <li>Het toevoegen van deze regelaars <strong>vereenvoudigt het werk van de maker van de sjabloon</strong> (bijv. senior gebruiker) <strong>bij het voorbereiden van de parametrische templates</strong>. Het is nu niet meer nodig om handmatig speciale parameters te maken voor het wijzigen van algemene eigenschappen zoals lassen, bouten en materialen.</li>\n <li>Soms wil je <strong>boutkwaliteiten of platen en lasmateriaal</strong> in het hele verbindingsdetail <strong>gelijktrekken</strong>, zelfs als de <strong>parametrische template niet wordt gebruikt</strong>. Dit kan eenvoudig worden gedaan door meervoudige selectie in de boomstructuur en bewerkingen van hetzelfde type (in dit geval moet het echter meerdere keren worden gedaan voor elke groep bewerkingen afzonderlijk), of het is nu mogelijk <strong>om</strong> <strong>met één klik</strong> <strong>de gevraagde eigenschap te wijzigen</strong> of alleen te controleren of dezelfde eigenschap wordt gebruikt.</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vrijgegeven in </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa versie 24.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ef54cf5f_d83a_01ec_bf7c_a1fc58d96ee9\"></object>\n<h2>Verbeteringen van de voorgedefinieerde set</h2>\n<p>Er zijn verschillende verbeteringen aangebracht in <strong>parametrische templates die zijn gemaakt via de Wizard</strong> om de bruikbaarheid, duidelijkheid en modelconsistentie te verbeteren.</p>\n<ul>\n <li>Validatieberichten zijn verfijnd, alleen functionele en relevante berichten worden nu weergegeven, zoals een onjuist onderdeeltype, doorsnedecompatibiliteit of problemen met de belastingdefinitie.</li>\n <li>Berichtteksten zijn ook herschreven voor een betere leesbaarheid en technische nauwkeurigheid.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n <li>Templates behouden nu correct <strong>doorsnedegegevens</strong> voor schoren en verstijvingsliggers, waardoor een nauwkeurige geometrie wordt gegenereerd.</li>\n <li><strong>Aangepaste doorsneden (CSS) opgeslagen in de MPRL</strong> worden opgenomen in templates en automatisch toegepast op nieuwe modellen.</li>\n <li>Met een nieuwe <strong>werkvlakbewerkingsmethode, Intersection</strong>, kunnen templates worden gebruikt voor elementen die eindigen in zowel X+ als X- richtingen binnen Checkbot, met instelbare offset en positionering op de nabije of verre rand van het betreffende element.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Dankzij deze nieuwe functie zijn templates toepasbaar aan beide uiteinden in de Checkbot.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrische sjablonen kunnen ook worden <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">gecombineerd met elkaar of met standaard productiebewerkingen</a>.</p>\n<p><em>Vrijgegeven in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa versie 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"elements": {
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"value": "In IDEA StatiCa Detail kan de afschuifkracht nu op verschillende manieren worden overgedragen. Naast de mogelijkheid om rekening te houden met pure wrijving tussen de voetplaat en het beton, is afschuiving door middel van ankers ook beschikbaar."
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"[Circular Reference]"
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],
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"value": "<p>Zie het volgende artikel voor een gedetailleerde beschrijving van alle opties en hun invoer:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Bekende beperkingen</h3>\n<p>Aangezien Detail slechts een hulpmiddel is en geen technisch oordeel kan vervangen, is een goed begrip van de functies, voordelen en beperkingen noodzakelijk. Lees de volgende beperkingen, waarmee rekening moet worden gehouden:</p>\n<ul>\n <li>In Detail worden de ankers alleen gecontroleerd op treksterkte. Het is noodzakelijk om <strong>Connection te gebruiken voor afschuif- en interactiecontroles</strong>.</li>\n <li>Alleen modellen <strong>die verankerd zijn via de grondplaat</strong> en <strong>alleen Direct contact </strong>kunnen worden geïmporteerd naar Detail (vanuit Connection).</li>\n</ul>\n<p>Voor een volledige lijst van beperkingen met verdere uitleg, zie het artikel: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperkingen voor 3D Detail</a></p>\n<p>Vrijgegeven in IDEA StatiCa versie 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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{
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{
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{
"elements": {
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"value": "Checkbot klaar voor grote projecten"
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"[Circular Reference]"
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{
"codename": "viewer_new_lp_2023",
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},
{
"codename": "steel___member",
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"name": "Content",
"type": "rich_text",
"value": "<p>Door de mogelijkheid om IDEA StatiCa apps te koppelen aan tientallen verschillende tools is het niet meer nodig om verschillende benaderingen te creëren voor specifieke leveranciers. De BIM-koppeling voor gegevensoverdracht is gepolijst en vereenvoudigd om de processen zo soepel en snel mogelijk te laten verlopen.</p>\n<p>Hierdoor is er weinig tijd nodig om de gegevens uit verschillende bronnen te halen. Hier zijn enkele vergelijkingen voor verschillende metrieken.</p>\n<h4>Snellere import voor enkele verbinding vanuit FEA koppelingen</h4>\n<p>We hebben de processen tijdens het importeren van een enkele verbinding en lid in FEA importen verbeterd door onnodige API-aanroepen die we gebruiken tijdens het importeren te verminderen. Dit resulteert in aanzienlijk snellere importeertijden voor specifieke BIM-koppelingen.</p>\n<figure data-asset-id=\"89f6e003-9931-4fad-b5a4-878743bc3258\" data-image-id=\"89f6e003-9931-4fad-b5a4-878743bc3258\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce20acd2-4bcd-4324-90c6-0db8cdc69bf9/Comparison%20table_1.png\" data-asset-id=\"89f6e003-9931-4fad-b5a4-878743bc3258\" data-image-id=\"89f6e003-9931-4fad-b5a4-878743bc3258\" alt=\"\"></figure>\n<h4>Sneller openen van bestaande projecten</h4>\n<p>Ook zijn de laadtijden voor reeds bestaande projecten van Checkbot met ongeveer 50% verbeterd ten opzichte van versie 23.1.5.</p>\n<figure data-asset-id=\"680c60f2-5072-4a20-ab21-3d7e3833b3af\" data-image-id=\"680c60f2-5072-4a20-ab21-3d7e3833b3af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b781cf9b-5ca7-4cee-a240-a5b4e842c389/Comparison%20table_2.png\" data-asset-id=\"680c60f2-5072-4a20-ab21-3d7e3833b3af\" data-image-id=\"680c60f2-5072-4a20-ab21-3d7e3833b3af\" alt=\"\"></figure>\n<h4>60% snellere FEA import</h4>\n<p>De importsnelheid is verbeterd door het maken van verbindingen (.ideacon) uit te stellen tot het moment dat ze echt nodig zijn. De importsnelheid varieert van FEA-link tot FEA-link.</p>\n<p>Tijdens het importeren hebben we het gedeelte waarin alle geïmporteerde verbindingen worden weggeschreven naar de harde schijf in de map Connections in het Checkbot-project overgeslagen, omdat dit het grootste deel van de importeertijd in beslag nam. Vanaf versie 24.0.2 worden de Ideacon-bestanden aangemaakt op het moment dat de gebruiker ermee wil werken:</p>\n<ul>\n <li>Ontwerp verbindingen in IDEA StatiCa Verbinding</li>\n <li>Exporteer verbindingen naar <a data-item-id=\"509c9953-7d08-4da3-9b0e-1651eb8053ea\" href=\"\">Viewer</a> of naar Ideaconn-bestanden vanuit Checkbot</li>\n <li>Ontwerp verbindingen in de <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">Member-toepassing</a></li>\n</ul>\n<figure data-asset-id=\"151d237c-fa25-442c-8e07-ef97bdd53b70\" data-image-id=\"151d237c-fa25-442c-8e07-ef97bdd53b70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a66022f-26a2-4048-8b32-7e217f5f565a/Checkbot.png\" data-asset-id=\"151d237c-fa25-442c-8e07-ef97bdd53b70\" data-image-id=\"151d237c-fa25-442c-8e07-ef97bdd53b70\" alt=\"\"></figure>\n<p>Het genereren van een subset van Ideacons alleen wanneer dat nodig is, vermindert de tijd aanzienlijk in vergelijking met het creëren van honderden bestanden tijdens het importproces. Deze aanpak versnelt vooral het importeren van grote modellen, waardoor gebruikers snellere prestaties en een efficiëntere workflow ervaren binnen IDEA StatiCa Checkbot.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<p>IDEA StatiCa Checkbot beheert je <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM-workflows</a> en geeft je:</p>\n<ul>\n <li>Een duidelijke lijst van alle geïmporteerde elementen inclusief status gecontroleerd/niet gecontroleerd</li>\n <li>3D visualisatie van geïmporteerde elementen en belastingen</li>\n <li>Conversietabel voor materialen en doorsneden</li>\n <li>Beheer van belastingcombinaties</li>\n</ul>\n<p>Het grote voordeel van de tool is dat het niet alleen de geometrie van de originele constructie begrijpt, maar ook, en dat is nog belangrijker, de belasting en interne krachten die het resultaat zijn van de berekening. Elke ingenieur die interne krachten van de ene analyse naar de andere transformeert, begrijpt hoe lastig het kan zijn om alle krachten in het juiste coördinatensysteem te houden. Checkbot kan dat voor honderden belastingscombinaties en tientallen verschillende gereedschappen uit alle ondersteunde software.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n57059cbe_175d_01ad_c7f2_b392a339336f\"></object>\n<h2>Verschillende manieren om gegevens te importeren in Checkbot</h2>\n<h4>BIM koppelingen</h4>\n<p>Checkbot werkt als een stand-alone applicatie, waardoor gebruikers elk constructieontwerp met behulp van <strong>BIM-koppelingen </strong>rechtstreeks in software van derden kunnen openen. De importopdrachtbalk verschilt enigszins afhankelijk van het feit of het bronprogramma van het CAD- of FEA-type (eindige-elementenanalysesoftware) is. U kunt altijd <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">de ondersteunde integraties</a> voor stalen CAD/FEA-software controleren en een lijst met <a data-item-id=\"eeb85fd1-4708-4f88-ad36-cbe30ac41eb7\" href=\"\">ondersteunde versies van toepassingen van derden</a> bekijken.</p>\n<p>Aan de hand van stap-voor-stap tutorials leer je hoe je verbindingen en balken kunt ontwerpen en controleren met behulp van de BIM-koppeling tussen IDEA StatiCa en andere software.</p>\n<ul>\n <li><a data-item-id=\"93e6da26-6f3d-5f69-9780-f5519b55cf62\" href=\"\">SCIA ingenieur</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center-tutorials?label=sap2000\">SAP2000</a></li>\n <li><a data-item-id=\"3c5964b1-3da4-5b01-8541-d3c4644add03\" href=\"\">Tekla Structuren</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center-tutorials?label=revit\">Revit</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center-tutorials?label=robot_structural_analysis_professional\">Robot constructieberekening</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center-tutorials?label=rfem&label=rstab\">Dlubal</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center-tutorials?label=etabs\">ETABS</a></li>\n <li>... en meer</li>\n</ul>\n<p>Wanneer een Checkbot-project wordt aangemaakt met behulp van de BIM-koppeling, moeten de knooppunten en staven worden gekozen om verbindingen of staven te importeren.</p>\n<figure data-asset-id=\"3206b684-edb0-48a6-baeb-d2f3ccff86c1\" data-image-id=\"3206b684-edb0-48a6-baeb-d2f3ccff86c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f3dcd5b-caa2-4623-824b-d59d06ae66af/Checkbot_start%20from%20BIM%20link.png\" data-asset-id=\"3206b684-edb0-48a6-baeb-d2f3ccff86c1\" data-image-id=\"3206b684-edb0-48a6-baeb-d2f3ccff86c1\" alt=\"\"></figure>\n<h4>SAF/IOM</h4>\n<p>Een andere manier om gegevens uit CAD/FEA-software te importeren is met <strong>IDEA Open Model</strong><a href=\"https://developer.ideastatica.com/docs/iom/iom_getting_started.html\">(IOM</a>). Het maakt ook het importeren en verwerken van het veelgebruikte <strong>Structural Analysis Format</strong> (SAF) mogelijk. Een SAF-bestand kan geëxporteerd worden vanuit SCIA Engineer, Dlubal software, FEM-Design, SOFiSTiK, Risa 3D, FRILO, Allplan, AxisVM, ConSteel en <a href=\"https://www.saf.guide/en/stable/getting-started/who-supports-saf.html\">vele andere.</a></p>\n<figure data-asset-id=\"724d1961-0355-4f4f-a74e-bbe088b80fef\" data-image-id=\"724d1961-0355-4f4f-a74e-bbe088b80fef\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7b25c0e-da92-4848-816f-aabaafed2e22/Checkbot_start%20from%20scratch2.png\" data-asset-id=\"724d1961-0355-4f4f-a74e-bbe088b80fef\" data-image-id=\"724d1961-0355-4f4f-a74e-bbe088b80fef\" alt=\"\"></figure>\n<h3>Aansluitingen/leden importeren</h3>\n<ul>\n <li><strong>Verbinding </strong>- importeert alleen een geselecteerd knooppunt en verbonden leden in de Checkbot-toepassing.</li>\n <li><strong>Lid</strong> (alleen berekeningssoftware)<strong> </strong>- importeert geselecteerde knooppunten en balken, die fundamenteel zijn voor verificatie in de toepassing <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>.</li>\n</ul>\n<figure data-asset-id=\"71edfb87-e12c-4658-ae08-734e7aea77f8\" data-image-id=\"71edfb87-e12c-4658-ae08-734e7aea77f8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/389426c9-527c-43c6-9de3-8e248e1cb7be/Connection%20and%20member%20import.png\" data-asset-id=\"71edfb87-e12c-4658-ae08-734e7aea77f8\" data-image-id=\"71edfb87-e12c-4658-ae08-734e7aea77f8\" alt=\"\"></figure>\n<h3>Conversie</h3>\n<p>Wanneer een doorsnede of een materiaal niet automatisch wordt herkend tijdens het importeren, verschijnt er een nieuw conversietabblad om het handmatig toe te wijzen vanuit onze doorsnede/materiaalbibliotheek. Deze paren worden dan opgeslagen voor toekomstig gebruik binnen je gebruikersaccount en hoeven dus niet opnieuw gedefinieerd te worden.</p>\n<figure data-asset-id=\"9e9b2ba9-58d8-424a-a60c-74f48be07db7\" data-image-id=\"9e9b2ba9-58d8-424a-a60c-74f48be07db7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ffe7c63c-0c0c-45a1-8d63-7ea88443412f/Conversion%20window.png\" data-asset-id=\"9e9b2ba9-58d8-424a-a60c-74f48be07db7\" data-image-id=\"9e9b2ba9-58d8-424a-a60c-74f48be07db7\" alt=\"\"></figure>\n<p>Alle materialen die in Checkbot gebruikt worden, staan in de <strong>materialentab </strong>. Alle geïmporteerde materialen en doorsneden zijn uitgeschakeld voor het maken van wijzigingen. Om hun parameters te wijzigen, moet een kopie worden gemaakt.</p>\n<figure data-asset-id=\"a2c2e427-4416-4686-9fc0-6ccd866f0e34\" data-image-id=\"a2c2e427-4416-4686-9fc0-6ccd866f0e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8084f89e-a06c-45c7-8935-5c3042ca833c/Material%20modification2.png\" data-asset-id=\"a2c2e427-4416-4686-9fc0-6ccd866f0e34\" data-image-id=\"a2c2e427-4416-4686-9fc0-6ccd866f0e34\" alt=\"\"></figure>\n<p>Het conversietabblad wordt voor elke ontwerpcode opgeslagen in een apart .XML-bestand in de volgende map:<br>C:\\UsersSYOURUSERNAMEAppData\\LocalIdeaStatiCa<br>Hier kunnen de conversiebestanden handmatig worden gewijzigd, volledig worden verwijderd, back-ups worden gemaakt of worden gedeeld met andere gebruikers.</p>\n<h3>Nummering en lokaal coördinatenstelsel</h3>\n<p>De nummering en het lokale coördinatenstelsel van leden in Checkbot en in software van derden kunnen verschillen. Hoewel Checkbot gebaseerd is op een load-mapping algoritme, hoef je je geen zorgen te maken. Checkbot herkent en identificeert de overeenkomstige staven en wijst er betrouwbaar de juiste belastingseffecten aan toe.</p>\n<h2>Hoe werken met Checkbot</h2>\n<h3>Belasting configureren</h3>\n<p>De <strong>belastingsconfigurator</strong> toont de geïmporteerde belastingsgevallen en belastingscombinaties. De eerste kolom toont alle belastinggevallen en combinaties die zijn geïmporteerd uit het gekoppelde FEA-model. De tweede kolom toont de resultaatklassen die worden gebruikt voor het Checkbot-project.</p>\n<p>Geïmporteerde belastingseffecten kunnen worden toegewezen aan <strong>resultaatklassen</strong>. Resultaatklassen zijn bedoeld om belastingseffecten te sorteren naar specifieke groepen, wat het ontwerpproces kan vereenvoudigen en versnellen. Resultaatklassen kunnen worden aangemaakt met het<strong>\"+</strong>\"-pictogram en verwijderd met een klik met de rechtermuisknop.</p>\n<p>Met de belastingsconfigurator kun je de evaluatie van kritische effecten in complexe constructies activeren. Deze functie selecteert belastingsgevallen en combinaties met maximale en minimale belastingseffecten rekening houdend met de spanningen in de bovenste en onderste vezels van de doorsnede om de berekeningen voor de codecontrole te versnellen.</p>\n<figure data-asset-id=\"2ce6352c-49f7-4c3b-8f46-b0698d64e4ae\" data-image-id=\"2ce6352c-49f7-4c3b-8f46-b0698d64e4ae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2dbf011a-4525-4ed9-bfa3-9d3125fd30f6/Load%20configurator.png\" data-asset-id=\"2ce6352c-49f7-4c3b-8f46-b0698d64e4ae\" data-image-id=\"2ce6352c-49f7-4c3b-8f46-b0698d64e4ae\" alt=\"\"></figure>\n<p>Bovendien toont de derde kolom gedetailleerde beschrijvingen van de huidig geselecteerde entiteit.</p>\n<figure data-asset-id=\"17aac798-49b0-43bc-a4f7-1699d097ce3c\" data-image-id=\"17aac798-49b0-43bc-a4f7-1699d097ce3c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/38b1005f-d911-4610-81bb-41ff65bc78d8/Load%20factors.png\" data-asset-id=\"17aac798-49b0-43bc-a4f7-1699d097ce3c\" data-image-id=\"17aac798-49b0-43bc-a4f7-1699d097ce3c\" alt=\"\"></figure>\n<p>Elke belasting of combinatie kan worden toegewezen aan een resultaatklasse door deze vanuit de eerste kolom te slepen naar de juiste resultaatklasse in de tweede kolom. Resultaatklassen kunnen worden toegevoegd met het \"+\"-pictogram en verwijderd met een rechtermuisklik.</p>\n<figure data-asset-id=\"95dd4a87-b5d2-41f9-afe7-d274fd01e34a\" data-image-id=\"95dd4a87-b5d2-41f9-afe7-d274fd01e34a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69e52010-53ba-4fb9-b628-39f0bbdd0b0d/Checkbot%20configuration%202.png\" data-asset-id=\"95dd4a87-b5d2-41f9-afe7-d274fd01e34a\" data-image-id=\"95dd4a87-b5d2-41f9-afe7-d274fd01e34a\" alt=\"\"></figure>\n<p>Een resultaatklasse kan worden toegewezen aan een willekeurig ontwerpitem met behulp van het vervolgkeuzemenu in de eigenschappen van het projectitem. Nadat een andere resultaatklasse is geselecteerd, kan de Load update-knop worden gebruikt om belastingseffecten te genereren voor het projectitem op basis van de nieuw geselecteerde resultaatklasse. Als het projectitem al is berekend, worden met deze actie de oude resultaten verwijderd.</p>\n<figure data-asset-id=\"9d845b4b-3141-450e-a002-c5ac9881ac0e\" data-image-id=\"9d845b4b-3141-450e-a002-c5ac9881ac0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c311078-ead6-4ab6-b4e2-8f0e816397cf/Checkbot%20configuration%203.jfif\" data-asset-id=\"9d845b4b-3141-450e-a002-c5ac9881ac0e\" data-image-id=\"9d845b4b-3141-450e-a002-c5ac9881ac0e\" alt=\"\"></figure>\n<p>Checkbot visualiseert ook de interne krachten van geïmporteerde combinaties. Klik met de rechtermuisknop op verbindingen/elementen of kies ze allemaal en selecteer de belastingscombinaties en interne krachten die moeten worden weergegeven.</p>\n<figure data-asset-id=\"3edd953a-9a8b-4199-8b10-ace671e83902\" data-image-id=\"3edd953a-9a8b-4199-8b10-ace671e83902\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/306177d6-abdb-4083-af3f-1ac68f875362/Displaying%20results2.png\" data-asset-id=\"3edd953a-9a8b-4199-8b10-ace671e83902\" data-image-id=\"3edd953a-9a8b-4199-8b10-ace671e83902\" alt=\"\"></figure>\n<p>Niet alle combinaties zijn compatibel met Checkbot. Sommige combinaties worden mogelijk geïmporteerd als belastingsgevallen, wat geen invloed heeft op de resultaten. Controleer altijd de bekende beperkingen van elke BIM-koppeling:</p>\n<ul>\n <li><a data-item-id=\"7651b517-6865-47d3-aa63-bbee23149934\" href=\"\">STAAD.Pro</a></li>\n <li><a data-item-id=\"23f90428-5f0a-4417-8aa1-46c62eb1a2da\" href=\"\">Scia Engineer</a></li>\n <li><a data-item-id=\"c1df61f4-bcf8-4296-adac-04d685cf8dcc\" href=\"\">ETABS/SAP2000</a></li>\n <li><a data-item-id=\"027f8e99-e08a-46e6-86c8-795418c3d4d7\" href=\"\">RFEM/RSTAB</a></li>\n <li><a data-item-id=\"98665feb-2189-4fd0-a165-050ded58d1af\" href=\"\">Robot constructieve analyse</a></li>\n <li><a data-item-id=\"09c51b0c-3403-53a8-9df0-a5cf039e1b3b\" href=\"\">Geavanceerd staal</a></li>\n</ul>\n<h3>Berekening van belastingsextremen</h3>\n<p>In projecten met veel knooppunten en belastingcombinaties worden gelijksoortige verbindingen met zeer gelijksoortige belastingseffecten herhaaldelijk geanalyseerd. Om een berekeningsproces te versnellen, kun je de <strong>knop Bereken belastingsextremen</strong> gebruiken om alleen <a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">de belastingsextremen</a> te definiëren die de kritieke belastingseffecten bevatten. Dit vermindert het aantal onderzochte belastingseffecten en de rekentijd.</p>\n<figure data-asset-id=\"47d1078a-4dcc-46b3-8fbc-19c2dc4ea55d\" data-image-id=\"47d1078a-4dcc-46b3-8fbc-19c2dc4ea55d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/162bc3f9-750b-4106-9efc-e265135324e8/Calculate%20load%20extremes%2001.png\" data-asset-id=\"47d1078a-4dcc-46b3-8fbc-19c2dc4ea55d\" data-image-id=\"47d1078a-4dcc-46b3-8fbc-19c2dc4ea55d\" alt=\"\"></figure>\n<p>Hoe het werkt, wordt uitgelegd in <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">dit artikel</a>.</p>\n<h3>Dynamisch groeperen</h3>\n<p>De <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">groeperingsfunctionaliteit</a> maakt automatisch groepen op basis van typologie en/of doorsneden. De groepen worden vervolgens geordend van minst complex naar meest complex op basis van het aantal verbonden leden. Elke groep wordt vertegenwoordigd door de <strong>referentieverbinding</strong> (onderstreept in de boom) die automatisch wordt aangewezen als de ouderverbinding die het ontwerp voor de hele groep aanstuurt. Alle andere verbindingen worden behandeld als <strong>kindverbindingen</strong>.</p>\n<p>Alle bewerkingen die worden toegevoegd aan de referentieverbinding worden automatisch gedupliceerd naar de kindverbindingen om dubbel werk te voorkomen, inclusief projectinstellingen, positie van de belasting en modeltype. Aanpassingen van kindverbindingen zijn uitgeschakeld. Als aanpassingen nodig zijn, klik dan met de rechtermuisknop op de verbinding en selecteer 'Verwijderen uit groep'. Als een verbinding eenmaal uit de groep is verwijderd, worden alle bewerkingen die van de referentieverbinding zijn gekopieerd ook verwijderd.</p>\n<h3>Door de gebruiker gedefinieerde groepen</h3>\n<p>Verder kunnen gebruikers hun eigen groepen maken, waardoor verdere aanpassing mogelijk is en organisatie op basis van specifieke projectbehoeften.</p>\n<figure data-asset-id=\"214968b6-ae4c-4c90-87c2-5d630508ccab\" data-image-id=\"214968b6-ae4c-4c90-87c2-5d630508ccab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7493918e-cca3-4664-8d22-b6cd29076e2a/Checkbot_group%20creation.png\" data-asset-id=\"214968b6-ae4c-4c90-87c2-5d630508ccab\" data-image-id=\"214968b6-ae4c-4c90-87c2-5d630508ccab\" alt=\"\"></figure>\n<p>Om een specifieke verbinding als referentie te definiëren, begin je met het maken van een groep die alleen de gewenste referentieverbinding bevat. Zodra de referentieverbinding is toegevoegd, neem je de andere verbindingen op in de groep. Je kunt verbindingen multiselecteren en hun groep met één klik veranderen.</p>\n<h3>Groeperen in de boom</h3>\n<p><strong>Geen </strong>rangschikt verbindingen alleen volgens dynamische groepen.</p>\n<p><strong>Typologie </strong>groeperen houdt rekening met het aantal elementen en hun relatieve posities (balk-naar-balk, balk-naar-kolom). Er wordt geen rekening gehouden met de rotatie van elementen. Er wordt ook rekening gehouden met de dynamische groepen.</p>\n<p><strong>Typologie, doorsnede (opstelling) </strong>groepering onderscheidt typologiegroepen op basis van ontworpen doorsnedetypen. Een HEB 200 en een HEB 220 vallen bijvoorbeeld onder één dwarsdoorsnedetype. Groeperen op basis van typologie en indeling is standaard ingesteld. De dynamische groepen worden ook in aanmerking genomen.</p>\n<figure data-asset-id=\"aba07387-e8e7-46a7-8807-bd95c33cc688\" data-image-id=\"aba07387-e8e7-46a7-8807-bd95c33cc688\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b224d301-b6fd-42ec-859a-2563eb201410/Checkbot%20-%20Grouping%20in%20the%20tree.png\" data-asset-id=\"aba07387-e8e7-46a7-8807-bd95c33cc688\" data-image-id=\"aba07387-e8e7-46a7-8807-bd95c33cc688\" alt=\"\"></figure>\n<h3>Leden samenvoegen</h3>\n<p>In sommige gevallen wordt een element in het model van de analysesoftware opgesplitst in meerdere elementen, terwijl het in werkelijkheid één doorlopend element is. In deze gevallen kan de functie <strong>Samenvoegen </strong>dit corrigeren. Klik met de rechtermuisknop op een van de gesplitste elementen die u wilt samenvoegen en vink andere elementen aan die u wilt verbinden. Houd er rekening mee dat alleen leden die uitgelijnd zijn langs dezelfde X-vector kunnen worden samengevoegd.</p>\n<p>Bovendien, als je een samenvoeging ongedaan moet maken, kun je met de knop <strong>Verdelen </strong>alle leden die al zijn samengevoegd weer scheiden in hun oorspronkelijke staat.</p>\n<figure data-asset-id=\"eedc03bb-f751-4f4f-b2f4-9334aef4ec68\" data-image-id=\"eedc03bb-f751-4f4f-b2f4-9334aef4ec68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f0abf1-5850-452c-9466-24944a1df695/Merge%20functionality.png\" data-asset-id=\"eedc03bb-f751-4f4f-b2f4-9334aef4ec68\" data-image-id=\"eedc03bb-f751-4f4f-b2f4-9334aef4ec68\" alt=\"\"></figure>\n<h3>Verbindingen samenvoegen</h3>\n<p><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Verbindingsarrangementen</a> met nauwe constructieve verbindingen die in één verbindingsmodel zouden moeten worden geanalyseerd, kunnen worden geïmporteerd als twee gescheiden verbindingen, wat typisch voorkomt bij excentrische diagonalen.</p>\n<figure data-asset-id=\"798d2851-f7db-4603-89f6-f6db6dd5ce4f\" data-image-id=\"798d2851-f7db-4603-89f6-f6db6dd5ce4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/37593552-6c5d-48db-81ec-7866328ffb08/Checkbot_merging%20connections.png\" data-asset-id=\"798d2851-f7db-4603-89f6-f6db6dd5ce4f\" data-image-id=\"798d2851-f7db-4603-89f6-f6db6dd5ce4f\" alt=\"\"></figure>\n<p>Verwijder een van de verbindingen met een rechtermuisklik en voeg staven toe die gescheiden zijn door de verwijderde verbinding. Nu moet je de aangesloten staven van de geanalyseerde verbinding wijzigen. Klik op het muispictogram, selecteer alle staven die relevant zijn voor de verbinding (rood gemarkeerd) en bevestig de wijzigingen door op het selectievakje te klikken.</p>\n<h3>Verbindingsmanager</h3>\n<p>Voor een overzichtelijk overzicht van het project biedt Checkbot een samengevatte projectstatus met het totale aantal verbindingen, hoeveel er nog ontworpen moeten worden en het aantal dat gecontroleerd is. Het laat ook zien hoeveel verbindingen de codecontrole wel of niet hebben doorstaan, zodat gebruikers in één oogopslag een volledig beeld krijgen van de voortgang van het project.</p>\n<p>Om toegang te krijgen tot het overzicht, klik je op <strong>Verbindingen </strong>in de boomstructuur, waarna alle gegevens worden weergegeven.</p>\n<figure data-asset-id=\"49a26276-6bfa-406a-9143-751d233551b4\" data-image-id=\"49a26276-6bfa-406a-9143-751d233551b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b8b8f98-6aa9-4f79-aa53-3cea12ef8c9e/Connection%20manager%20-%20overview.png\" data-asset-id=\"49a26276-6bfa-406a-9143-751d233551b4\" data-image-id=\"49a26276-6bfa-406a-9143-751d233551b4\" alt=\"\"></figure>\n<p>Bovendien wordt elke verbinding gemarkeerd door de volgende pictogrammen voor een snel overzicht.</p>\n<figure data-asset-id=\"3be66109-f693-4419-9fa0-ca489c0129e5\" data-image-id=\"3be66109-f693-4419-9fa0-ca489c0129e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a2cfb3bf-00c5-4a83-bb12-38056072ad99/Checkbot%20-%20legend.png\" data-asset-id=\"3be66109-f693-4419-9fa0-ca489c0129e5\" data-image-id=\"3be66109-f693-4419-9fa0-ca489c0129e5\" alt=\"\"></figure>\n<ul>\n <li>Tandwiel - meer invoer nodig (geometrie, belastingsgevallen, ...)</li>\n <li>Tandwiel met vinkje - klaar om berekend te worden</li>\n <li>Groen vinkje - berekend en code-checks geslaagd</li>\n <li>Rood kruis - berekend maar code-checks zijn mislukt</li>\n <li>Ongeldig ontwerp - bij een synchronisatie of update van het constructiemodel voldoet de kindverbinding niet langer aan de parameter van de referentieverbinding</li>\n</ul>\n<h3>Kleuren van vakken in 3D-scène</h3>\n<p>Alle verbindingen met betrekking tot de groep zijn <strong>geel </strong>gemarkeerd als de groep is geselecteerd in de boomstructuur.</p>\n<figure data-asset-id=\"efc7029b-164f-442e-b08f-a16a64484188\" data-image-id=\"efc7029b-164f-442e-b08f-a16a64484188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7f0ca0b-6043-4a4c-a9a5-288872595911/Checkbot%20-%20coloring%20yellow.png\" data-asset-id=\"efc7029b-164f-442e-b08f-a16a64484188\" data-image-id=\"efc7029b-164f-442e-b08f-a16a64484188\" alt=\"\"></figure>\n<p>De status van de verbinding is niet alleen zichtbaar in de boomstructuur zoals hierboven vermeld, maar ook rechtstreeks in de 3D-scène, en wordt weergegeven door de volgende kleuren:</p>\n<ul>\n <li><strong>geen</strong> - wordt ontworpen</li>\n <li><strong>groen </strong>- berekend en code-checks geslaagd</li>\n <li><strong>rood </strong>- berekend maar code-checks zijn mislukt</li>\n <li><strong>blauw </strong>- klaar om berekend te worden</li>\n</ul>\n<figure data-asset-id=\"de4823ea-cac8-4e63-9ccc-a960e9b19727\" data-image-id=\"de4823ea-cac8-4e63-9ccc-a960e9b19727\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/369700dc-f4da-4239-9a26-c4e960e12a7c/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2004a.png\" data-asset-id=\"de4823ea-cac8-4e63-9ccc-a960e9b19727\" data-image-id=\"de4823ea-cac8-4e63-9ccc-a960e9b19727\" alt=\"\"></figure>\n<h3>Hoe kan ik Checkbot nog sneller maken?</h3>\n<p>Als het venster van de Verbindingstoepassing eenmaal open is, sluit het dan niet. Ga gewoon terug naar de Checkbot-toepassing en open een nieuwe verbinding - deze zal veel sneller laden.</p>\n<h3>Exporteren naar verbinding</h3>\n<p>Wanneer Checkbot is gekoppeld aan software van derden via een BIM-koppeling, kunt u de eigenschappen van een lid niet bewerken. Als dergelijke wijzigingen nodig zijn, kunt u het model eenvoudig exporteren naar IDEA StatiCa Connection, onafhankelijk van het gesynchroniseerde Checkbot-model. U kunt slechts één verbinding exporteren of meerdere verbindingen selecteren en ze allemaal in één bestand opslaan, zodat u alle rapporten van gemodelleerde verbindingen in één keer kunt afdrukken.</p>\n<p>Zodra de gescheiden projectbestanden zijn geëxporteerd, zijn ze niet langer gekoppeld aan het oorspronkelijke Checkbot constructiemodel. Daarom is verdere synchronisatie met het model van derden of het beheer ervan in Checkbot niet mogelijk. Wijzigingen in de eigenschappen van elementen worden ingeschakeld.</p>\n<figure data-asset-id=\"ec532e24-0c32-4b72-b442-7bb3d555b8af\" data-image-id=\"ec532e24-0c32-4b72-b442-7bb3d555b8af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89ff5083-cf9b-4ecf-a500-a7ff6349bff8/Checkbot%20-%20export%20to%20connection%20or%20member.png\" data-asset-id=\"ec532e24-0c32-4b72-b442-7bb3d555b8af\" data-image-id=\"ec532e24-0c32-4b72-b442-7bb3d555b8af\" alt=\"\"></figure>\n<h3>Bulkrapport</h3>\n<p>Het rapport kan in één keer worden gegenereerd voor alle verbindingen in het project of alleen voor geselecteerde verbindingen.</p>\n<figure data-asset-id=\"b92f8801-aad6-44ac-9c7d-800fe7ead59e\" data-image-id=\"b92f8801-aad6-44ac-9c7d-800fe7ead59e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/512ba3a6-6856-490a-a373-ebc7d9cbdeb4/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2001.png\" data-asset-id=\"b92f8801-aad6-44ac-9c7d-800fe7ead59e\" data-image-id=\"b92f8801-aad6-44ac-9c7d-800fe7ead59e\" alt=\"\"></figure>\n<p>In <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">dit artikel</a> wordt uitgelegd hoe je het rapport kunt aanpassen.</p>\n<h3>Exporteren naar IFC</h3>\n<p>Het Industry Foundation Classes (IFC) formaat is een open data, leverancier-neutraal formaat dat het delen van gegevens mogelijk maakt. Met Checkbot kun je alle geselecteerde verbindingen exporteren naar één IFC-model of verbindingen exporteren naar individuele IFC-bestanden naar een specifieke map.</p>\n<p>De export bevat de globale coördinaten van het connectiepunt - de echte locatie van een connectie in een project.</p>\n<figure data-asset-id=\"8a4e8540-a6d6-4afb-8fee-0b08d539fb2f\" data-image-id=\"8a4e8540-a6d6-4afb-8fee-0b08d539fb2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1216b70-f51c-4276-bfcf-e8c96e93db3e/IFC%20export.png\" data-asset-id=\"8a4e8540-a6d6-4afb-8fee-0b08d539fb2f\" data-image-id=\"8a4e8540-a6d6-4afb-8fee-0b08d539fb2f\" alt=\"\"></figure>\n<h3>Exporteren naar Hilti PROFIS Engineering</h3>\n<p><a href=\"https://www.hilti.group/content/hilti/CP/XX/en/services/engineering/design-software.html\"><strong>Hilti PROFIS Engineering Suite</strong></a> is gebruiksvriendelijke, cloudgebaseerde software voor het ontwerpen en analyseren van verankeringen. Door een knooppunt met een verankerd element te selecteren, kunnen gebruikers de gegevens direct exporteren naar Hilti PE met behulp van de knop <strong>Exporteren</strong>, zodat relevante constructiegegevens nauwkeurig worden overgedragen voor verdere analyse.</p>\n<p>Deze hele workflow is zelfs beschikbaar met een IDEA StatiCa <a data-item-id=\"9ee8cc2f-720a-49a0-9655-3f89322287fa\" href=\"\">Basic licentie</a>, wat betekent dat het gratis beschikbaar is. Hoe je de plugin gebruikt wordt stap voor stap beschreven in het volgende <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">artikel</a>, dat ook toegankelijk is via de knop <strong>Learn more </strong>in Checkbot.</p>\n<figure data-asset-id=\"36e7c8ba-80d2-444b-8ec4-819feafa737f\" data-image-id=\"36e7c8ba-80d2-444b-8ec4-819feafa737f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca66431a-6502-4493-a91e-a3a0cfc7f59e/Hilti%20Profis%20Plugin.png\" data-asset-id=\"36e7c8ba-80d2-444b-8ec4-819feafa737f\" data-image-id=\"36e7c8ba-80d2-444b-8ec4-819feafa737f\" alt=\"\"></figure>\n<h3>Synchroniseer</h3>\n<p>Na het importeren van alle benodigde items, kun je met de <strong>Sync</strong> knop eenvoudig wijzigingen van het bronproject detecteren en toepassen op het IDEA StatiCa model. Deze wijzigingen kunnen updates van dikte, doorsneden of wijzigingen van de eigenschappen van lassen en bouten zijn. Het is echter belangrijk op te merken dat updates<strong> geen nieuwe of verwijderde</strong> <strong>componenten kunnen bevatten</strong> zoals platen, staven, herplaatste elementen of belastingscombinaties. In dergelijke gevallen moet je het huidige Checkbot project (de map) verwijderen en opnieuw importeren.</p>\n<p>Houd er rekening mee dat synchronisatie in IDEA StatiCa in één richting werkt, van het bronprogramma naar IDEA StatiCa, niet andersom.</p>\n<ul>\n <li><strong>FEA-oplossing </strong>- synchronisatie heeft geen invloed op ontwerpbewerkingen (snijden, eindplaat, ...)</li>\n <li><strong>CAD-oplossing </strong>- sync heeft geen invloed op belastingseffecten (behalve Revit, dat het analytische model met resultaten kan vasthouden)</li>\n</ul>\n<p>Als er later wijzigingen worden aangebracht in het softwaremodel van de derde partij, moet u het Checkbot-project opnieuw openen en op de <strong>Sync-knop </strong>drukken om ervoor te zorgen dat alle updates van het softwaremodel van de derde partij worden weerspiegeld in Checkbot. De Sync-knop is alleen ingeschakeld als het Checkbot-bestand is geopend via de toepassing van derden.</p>\n<figure data-asset-id=\"5fd77659-57bc-49df-b838-dfffce0a12d2\" data-image-id=\"5fd77659-57bc-49df-b838-dfffce0a12d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3417332-df42-4def-aa2e-d2fffc785ab5/Sync%20active.png\" data-asset-id=\"5fd77659-57bc-49df-b838-dfffce0a12d2\" data-image-id=\"5fd77659-57bc-49df-b838-dfffce0a12d2\" alt=\"\"></figure>\n<p>Onthoud dat de knop Sync alleen actief is als Checkbot is geopend via een BIM-koppeling van software van derden.</p>\n<figure data-asset-id=\"0eba12b3-8302-4220-931c-58e872482160\" data-image-id=\"0eba12b3-8302-4220-931c-58e872482160\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a587d70-29af-4528-9a21-d065daf9cee5/Sync%20not%20active.png\" data-asset-id=\"0eba12b3-8302-4220-931c-58e872482160\" data-image-id=\"0eba12b3-8302-4220-931c-58e872482160\" alt=\"\"></figure>\n<p>Houd er rekening mee dat alle wijzigingen die rechtstreeks in IDEA StatiCa zijn gemaakt (bijv. aan doorsneden, excentriciteiten, belastingscombinaties of bewerkingen) zullen worden overschreven tijdens de synchronisatie met het bronproject. Dezelfde regel geldt als de excentriciteiten worden aangepast in IDEA StatiCa.</p>\n<p>Als u bijvoorbeeld een verbindingsontwerp aanpast in IDEA StatiCa Connection dat aanvankelijk was geïmporteerd uit Tekla Structures en vervolgens synchroniseert, worden uw wijzigingen in IDEA StatiCa vervangen door de nieuwste ontwerpgegevens uit Tekla Structures.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3c981095_465d_0144_2821_9ff324d5143b\"></object>"
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"value": "<p>Het volgende artikel geeft een compleet overzicht van alle verankeringsgevallen die kunnen worden gedefinieerd in IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"c349ba2c-373b-459f-a33b-30c4475331ea\" data-image-id=\"c349ba2c-373b-459f-a33b-30c4475331ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cffbf0b-3804-403c-b450-7b49bd89adf7/anchoring%20types%20intro.png\" data-asset-id=\"c349ba2c-373b-459f-a33b-30c4475331ea\" data-image-id=\"c349ba2c-373b-459f-a33b-30c4475331ea\" alt=\"\"></figure>\n<p><strong>Ingestorte ankers</strong></p>\n<ol>\n <li>Wapening (vanaf versie 25.0)</li>\n <li>Met volgplaat (vanaf versie 25.1)</li>\n <li>Ankerbout (vanaf versie 25.1)</li>\n</ol>\n<p><strong>Achteraf geïnstalleerde (lijm)ankers</strong></p>\n<ol>\n <li>Wapening (vanaf versie 25.0)</li>\n <li>Draadstang (vanaf versie 25.1)</li>\n</ol>\n<h2>Ingestort</h2>\n<p><strong>1. Wapening</strong></p>\n<p>Bevestigingsmiddelen kunnen direct voor elke specifieke plaat worden gedefinieerd. Gebruikers kunnen een onbeperkt aantal bevestigingen toevoegen en zelfs verschillende types combineren binnen één plaat. Deze worden gemodelleerd als geribde wapening ingebed in beton, waarbij de hechtsterkte berekend wordt volgens de normbepalingen op dezelfde manier als voor standaardwapening. Aan de ankerkant kan een verankeringstype gespecificeerd worden, dat identiek functioneert als de verankering van wapening. In dit geval wordt een verankeringsveer toegepast, met de β-factor bepaald door de gekozen code.</p>\n<ul>\n <li><strong>Recht:</strong> Ankers kunnen worden gerangschikt in rijen en posities. Materiaal, lengte en diameter en een verankeringstype kunnen gedefinieerd worden.</li>\n <li><strong>L-vorm:</strong> Gedefinieerd als twee rijen ankers met instelbare tussenruimte en rijafstand, met de optie om een verankeringstype te specificeren.</li>\n <li><strong>U-vorm:</strong> Een ononderbroken reeks versterkingen die een U-vorm vormen, aan beide zijden verbonden.</li>\n</ul>\n<figure data-asset-id=\"23436de9-cb06-4efe-8916-ed491d1fbfea\" data-image-id=\"23436de9-cb06-4efe-8916-ed491d1fbfea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2335e925-5f70-40ee-b3fa-5dfed9647913/reinforcement.png\" data-asset-id=\"23436de9-cb06-4efe-8916-ed491d1fbfea\" data-image-id=\"23436de9-cb06-4efe-8916-ed491d1fbfea\" alt=\"\"></figure>\n<p><strong>2. Volgplaat</strong></p>\n<p>De volgplaat wordt gemodelleerd als een plaatschaalelement dat rechtstreeks aan de ankerschacht is bevestigd en de belasting uitsluitend via drukcontact overbrengt op het beton. De vorm kan rond of vierkant zijn, met volledig aanpasbare afmetingen. De plaat zelf wordt lineair gemodelleerd, zonder plasticiteit, en wordt niet onderworpen aan weerstandscontroles. Aangezien de schacht <strong>geen verbindingssterkte</strong> heeft, wordt de volledige belasting op het beton overgebracht via de volgplaat.</p>\n<figure data-asset-id=\"892b0a1e-4af4-4904-ba8c-f45133eba18b\" data-image-id=\"892b0a1e-4af4-4904-ba8c-f45133eba18b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fbb4cd3-4f3a-46a5-8400-6b1b4fd42026/washer%20plate.png\" data-asset-id=\"892b0a1e-4af4-4904-ba8c-f45133eba18b\" data-image-id=\"892b0a1e-4af4-4904-ba8c-f45133eba18b\" alt=\"\"></figure>\n<p><strong>3. Ankerbout</strong></p>\n<p>Dit element gedraagt zich mechanisch als een volgplaat, maar krijgt overeenkomstige materiaalkwaliteiten toegewezen die beschikbaar zijn in de MPRL. Kopbouten kunnen ook in groepen worden gerangschikt binnen de entiteit Cast-in-place.</p>\n<figure data-asset-id=\"09e88d97-5fbd-45b0-89c3-000a2dd50d07\" data-image-id=\"09e88d97-5fbd-45b0-89c3-000a2dd50d07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e1c37b0-9178-4f09-bb33-e0de497e16e8/headed%20stud.png\" data-asset-id=\"09e88d97-5fbd-45b0-89c3-000a2dd50d07\" data-image-id=\"09e88d97-5fbd-45b0-89c3-000a2dd50d07\" alt=\"\"></figure>\n<p>Een nieuwe controleoptie maakt het mogelijk om te definiëren welke ankergroep specifieke belastingstypes overdraagt, bijvoorbeeld het toewijzen van afschuiving aan draadeinden terwijl wapening spanning en samendrukking overdraagt.</p>\n<figure data-asset-id=\"f284eeb8-55a8-4b03-bb5d-adb4db8cc552\" data-image-id=\"f284eeb8-55a8-4b03-bb5d-adb4db8cc552\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/91594ac1-8b37-4221-9e60-3be944fe47d6/headed%20stud%202.png\" data-asset-id=\"f284eeb8-55a8-4b03-bb5d-adb4db8cc552\" data-image-id=\"f284eeb8-55a8-4b03-bb5d-adb4db8cc552\" alt=\"\"></figure>\n<p>Daarnaast is er een stopcriterium geïntroduceerd om de uittrekcapaciteit te controleren in overeenstemming met de codevereisten. Grenswaarden voor contact tussen kop en beton of tussenplaat en beton worden berekend volgens de relevante normen en gepresenteerd in een speciale tabel, inclusief de normatieve referentie en de geldende formule voor de grenskracht.</p>\n<figure data-asset-id=\"4b2d4046-4ee7-499b-bc95-2061efbc98a5\" data-image-id=\"4b2d4046-4ee7-499b-bc95-2061efbc98a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9adb4756-4c69-47c1-98e2-b7c0e704f78c/headed%20stud%203.png\" data-asset-id=\"4b2d4046-4ee7-499b-bc95-2061efbc98a5\" data-image-id=\"4b2d4046-4ee7-499b-bc95-2061efbc98a5\" alt=\"\"></figure>\n<h2>Achteraf geïnstalleerde ankers</h2>\n<p><strong>1. Wapening</strong></p>\n<p>Deze ankers zijn ontworpen als staven die in geboorde gaten worden geïnstalleerd en met lijm aan het omringende beton worden gehecht. De <strong>ontwerpsterkte</strong> van de lijm wordt rechtstreeks door de ingenieur opgegeven op basis van de technische documentatie van het gekozen lijmproduct.</p>\n<figure data-asset-id=\"09743fd8-a868-4c28-87a3-e3e9fa02ae3e\" data-image-id=\"09743fd8-a868-4c28-87a3-e3e9fa02ae3e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aaba4823-75ed-4569-abd3-8b6613664df1/adhesive.png\" data-asset-id=\"09743fd8-a868-4c28-87a3-e3e9fa02ae3e\" data-image-id=\"09743fd8-a868-4c28-87a3-e3e9fa02ae3e\" alt=\"\"></figure>\n<p><strong>2. Draadeind</strong></p>\n<p>Het werkt op dezelfde manier als achteraf geïnstalleerde wapening, maar met het voordeel dat de MPRL vooraf gedefinieerde standaard materiaalkwaliteiten aanbiedt specifiek voor draadstangen.</p>\n<figure data-asset-id=\"d66c30b4-7714-4b3c-82e7-94ef636368d5\" data-image-id=\"d66c30b4-7714-4b3c-82e7-94ef636368d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9c38d383-4dc0-4782-82ac-f1b855175b9c/adhesive%202.png\" data-asset-id=\"d66c30b4-7714-4b3c-82e7-94ef636368d5\" data-image-id=\"d66c30b4-7714-4b3c-82e7-94ef636368d5\" alt=\"\"></figure>\n<h2>Integratie met IDEA StatiCa Connection en normen</h2>\n<p>Deze opties zijn ook consistent met IDEA StatiCa Connection. Hoe dit is afgestemd op verschillende normen is te zien in de volgende tabel.</p>\n<figure data-asset-id=\"ec14893e-0c1c-4cc0-b6b3-debefb2249d5\" data-image-id=\"ec14893e-0c1c-4cc0-b6b3-debefb2249d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8ee1339-0a52-4f9f-8d3e-537c6c044b4b/options_updated_v03.png\" data-asset-id=\"ec14893e-0c1c-4cc0-b6b3-debefb2249d5\" data-image-id=\"ec14893e-0c1c-4cc0-b6b3-debefb2249d5\" alt=\"\"></figure>\n<p>Meer over de opties voor verankeringsplaten (basisplaat, ingegoten plaat) vind je in een <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">apart artikel</a>.</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 25.0</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<p>Hier vindt u een overzicht van veelvoorkomende stand-off scenario's, inclusief <strong>mortelvoeg.</strong> Verder in het artikel vind je een uitleg van de functie <strong>draadeind</strong>, die bij correct gebruik kan helpen om een nauwkeurige weergave van scharnierend versus vast ankerplaatgedrag te verkrijgen. De functie verbetert de fysische nauwkeurigheid zonder de efficiëntie van de berekening aan te tasten.</p>\n<h2>1. Voetplaatopties</h2>\n<p>Direct of met Stand-off:</p>\n<figure data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aa025151-f01d-4d67-9455-c06bc4b25217/Stand%20off_00.png\" data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" alt=\"\"></figure>\n<ul>\n <li><strong>Mortelvoeg - moeren van bovenaf</strong>: er kan een mortellaag worden gedefinieerd met een bepaalde dikte. De ankers zijn alleen vanaf de bovenkant verbonden, waardoor een scharnierend gedrag wordt gemodelleerd.</li>\n</ul>\n<figure data-asset-id=\"7518f27f-418b-45a6-987e-9a3282d53880\" data-image-id=\"7518f27f-418b-45a6-987e-9a3282d53880\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21b26301-00b4-4cc9-a14e-72b420a522d5/base%20plate%20option%201.png\" data-asset-id=\"7518f27f-418b-45a6-987e-9a3282d53880\" data-image-id=\"7518f27f-418b-45a6-987e-9a3282d53880\" alt=\"\"></figure>\n<ul>\n <li><strong>Mortelvoeg - moeren van boven en onder</strong>: een mortellaag met moeren aan beide zijden, waardoor een vaste ankerplaatverbinding mogelijk is.</li>\n</ul>\n<figure data-asset-id=\"26496737-dbf5-4af5-9fe6-2d182ad95301\" data-image-id=\"26496737-dbf5-4af5-9fe6-2d182ad95301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcc4d2f5-ffcf-474a-b2c3-18f8ce893fcb/base%20plate%20option%202.png\" data-asset-id=\"26496737-dbf5-4af5-9fe6-2d182ad95301\" data-image-id=\"26496737-dbf5-4af5-9fe6-2d182ad95301\" alt=\"\"></figure>\n<ul>\n <li><strong>Tussenruimte</strong>: een verticale ruimte onder de plaat kan worden opgegeven. Ankers worden dan direct belast, zonder contact tussen de plaat en het beton.</li>\n</ul>\n<figure data-asset-id=\"eb140152-bee2-45bd-85fb-5972db18b0f7\" data-image-id=\"eb140152-bee2-45bd-85fb-5972db18b0f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82a1f6c8-d115-49bf-a561-f153b78dcc0b/base%20plate%20option%203.png\" data-asset-id=\"eb140152-bee2-45bd-85fb-5972db18b0f7\" data-image-id=\"eb140152-bee2-45bd-85fb-5972db18b0f7\" alt=\"\"></figure>\n<h3>Soorten ankers</h3>\n<p>Gebruikers kunnen <strong>een onbeperkt aantal</strong> bevestigingsmiddelen toevoegen en zelfs meerdere typen combineren binnen één plaat. Meer informatie over ankertypes (ter plaatse gegoten en achteraf geïnstalleerd) kan gevonden worden in het artikel <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Enkelvoudige ankerdefinitie</a>.</p>\n<h3>Optie Schroefdraad</h3>\n<p>Met het selectievakje in de ankereigenschappen kunt u bepalen hoe het anker verbinding maakt met de voetplaat en welk gedrag u kunt verwachten van de staal-betonverbinding.</p>\n<ul>\n <ul>\n <li>Voor headed studs en ingegoten wapening die verbonden zijn met de voetplaat (niet voor ingegoten platen) wordt onderscheid gemaakt tussen een <strong>boutverbinding (scharnier)</strong> en een <strong>lasverbinding (vast)</strong> - zichtbaar in de 3D-scène.</li>\n <li>De manier van anker-plaatverbinding heeft een significante invloed op de afschuifweerstand vanuit het oogpunt van het dragen van het beton</li>\n </ul>\n</ul>\n<figure data-asset-id=\"19ef2cd6-abd8-4dfb-935a-47cd34106631\" data-image-id=\"19ef2cd6-abd8-4dfb-935a-47cd34106631\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9d52bcd8-3e9f-43a7-854e-6707321c824f/pinned%20vs%20fixed.png\" data-asset-id=\"19ef2cd6-abd8-4dfb-935a-47cd34106631\" data-image-id=\"19ef2cd6-abd8-4dfb-935a-47cd34106631\" alt=\"\"></figure>\n<p>Voor EN wordt de weerstand van het anker met doorgesneden schroefdraad gereduceerd volgens EN 1993-1-8 3.6.1 (3). Dit kan worden ingesteld in Projectinstellingen.</p>\n<figure data-asset-id=\"9f5856d5-74e8-46e2-ba40-a10280782525\" data-image-id=\"9f5856d5-74e8-46e2-ba40-a10280782525\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89506703-7f1b-4315-b692-cb52de24aab3/pinned%20vs%20fixed%202.png\" data-asset-id=\"9f5856d5-74e8-46e2-ba40-a10280782525\" data-image-id=\"9f5856d5-74e8-46e2-ba40-a10280782525\" alt=\"\"></figure>\n<h3>Technische opmerkingen</h3>\n<ul>\n <li>De mortellaag wordt gemodelleerd als een <strong>schaalelement</strong>, waarbij rekening wordt gehouden met de stijfheid, terwijl de mortellaag onsamendrukbaar is. Dit helpt om de lokale krachten te herverdelen naar het beton en is geldig voor typische beddingdikten die in de praktijk worden gebruikt - 25-50 mm.</li>\n <li>Het onderscheid tussen moeren alleen aan de bovenkant (pinnige verbinding tussen anker en voetplaat) versus boven- en onderkant (vaste verbinding tussen anker en voetplaat) beïnvloedt de afschuifcapaciteit sterk vanuit het oogpunt van betonweerstand.</li>\n</ul>\n<p>Hieronder vindt u een samenvattende tabel die de axiale en rotatiebeperkingen tussen de voetplaat en het anker uitlegt.</p>\n<figure data-asset-id=\"196da9d5-c2ac-40c4-8008-7e3ed15f1ded\" data-image-id=\"196da9d5-c2ac-40c4-8008-7e3ed15f1ded\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ef7a82-aed9-4bcf-93de-7c52d407fed7/image.png\" data-asset-id=\"196da9d5-c2ac-40c4-8008-7e3ed15f1ded\" data-image-id=\"196da9d5-c2ac-40c4-8008-7e3ed15f1ded\" alt=\"\"></figure>\n<p>Deze stand-off instellingen zijn overdraagbaar bij het importeren van modellen uit Connection.</p>\n<p><em>Mortelvoegen en tussenruimtes zijn ook beschikbaar.</em></p>\n<h2>2. Opties voor ingestorten platen</h2>\n<p>Ingestorten platen zijn beschikbaar als een <strong>Load Transfer Device</strong> in de selectie van de modeleenheid. <strong>De geometrie en positie van</strong> de <strong>plaat</strong> kunnen worden gedefinieerd in een enkel eigenschappenraster, terwijl een extra tabel gebruikers in staat stelt om meerdere <strong>groepen bevestigingen</strong> toe te voegen en te combineren.</p>\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h3>Soorten ankers</h3>\n<p>Bevestigingsmiddelen kunnen direct voor elke specifieke plaat worden gedefinieerd. Gebruikers kunnen <strong>een onbeperkt aantal</strong> bevestigingsmiddelen toevoegen en zelfs meerdere typen combineren binnen één plaat. Meer informatie over de ankertypes met betrekking tot de ingegoten plaat is te vinden in een <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">apart artikel</a>.</p>\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<h3>Modelgedrag</h3>\n<p>Ankers worden behandeld als elementen die bestand zijn tegen zowel <strong>afschuiving als trek</strong>, omdat ze aan de plaat gelast zijn. Hun evaluatie volgt dezelfde principes als standaardankers. Zie de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a> voor meer informatie.</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa versie 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n85adb653_6b24_0176_deab_f9b7386f1876\"></object>"
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"value": "<p>In Detail vind je <strong>ingegoten platen</strong> met bevestigingsmiddelen/wapening van verschillende types die vaak in de bouw worden gebruikt voor het vastzetten van balken, kolommen of gevelelementen. Gietplaten zorgen voor een sterke en betrouwbare lastoverdracht tussen staal- en betonconstructies.</p>\n<h2>Gietplaten in Detail</h2>\n<p>Gietplaten zijn beschikbaar als een <strong>Load Transfer Device</strong> in de selectie van de modeleenheid. <strong>De geometrie en positie van</strong> de <strong>plaat</strong> kunnen worden gedefinieerd in een enkel eigenschappenraster, terwijl een extra tabel gebruikers in staat stelt om meerdere <strong>groepen bevestigingen</strong> toe te voegen en te combineren. Bevestigingsmiddelen kunnen direct voor elke specifieke plaat worden gedefinieerd. Gebruikers kunnen <strong>een onbeperkt aantal</strong> bevestigingsmiddelen toevoegen en zelfs meerdere typen combineren binnen één plaat.</p>\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h2>Soorten bevestigingen</h2>\n<p>De ingegoten plaat<strong> </strong>maakt <strong>gelaste wapening</strong> in drie vormen mogelijk: <strong>Recht, L-vorm en U-vorm</strong>.</p>\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<ul>\n <li><strong>Recht:</strong> Verankeringen kunnen worden gerangschikt in rijen en posities volgens een vooraf gedefinieerde sleutel (vergelijkbaar met het plaatsen van bouten in Verbindingen). Gebruikers kunnen materiaal, lengte en diameter definiëren en een verankeringstype opgeven.</li>\n</ul>\n<figure data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png\" data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" alt=\"\"></figure>\n<ul>\n <li><strong>L-vorm:</strong> Gedefinieerd als twee rijen ankers met instelbare tussenruimte en rijafstand, met de optie om een verankeringstype op te geven.</li>\n</ul>\n<figure data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/19fd529b-37a2-41bc-9e67-6b57545d84b3/Cast-in_04.png\" data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" alt=\"\"></figure>\n<ul>\n <li><strong>U-vorm:</strong> Een ononderbroken reeks versterkingen die een U-vorm vormen, aan beide zijden verbonden.</li>\n</ul>\n<figure data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be27a2e9-4d96-4e7f-a8d4-8454237625a0/Cast-in_05.png\" data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" alt=\"\"></figure>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 25.0</em></a><em>.</em></p>\n<h2>Kopbout</h2>\n<p>De kopbout brengt de belasting uitsluitend over op het beton door middel van drukcontact. De kop is gemodelleerd als een plaat-omhulsel-element dat direct aan de ankerschacht is bevestigd met volledig aanpasbare afmetingen. De plaat zelf wordt lineair gemodelleerd, zonder plasticiteit, en wordt niet onderworpen aan weerstandscontroles. Aangezien de schacht <strong>geen verbindingssterkte</strong> heeft, wordt de volledige belasting overgedragen op het beton via de kop.</p>\n<p>Aan dit element worden overeenkomstige materiaalklassen toegekend volgens ISO 13918, beschikbaar in de MPRL.</p>\n<figure data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png\" data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" alt=\"\"></figure>\n<h2>Modelgedrag</h2>\n<p>Ankers worden behandeld als elementen die bestand zijn tegen zowel <strong>afschuiving als spanning</strong>, omdat ze aan de plaat zijn gelast. Hun evaluatie volgt dezelfde principes als standaardankers, met vergelijkbare beperkingen (bijv. afschuiving in het anker kan nog niet worden beoordeeld in de toepassing). 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"value": "<h2>\"Regenboogkleuren\" voor wapening</h2>\n<p>Voor het weergeven van wapeningsresultaten is het mogelijk om te kiezen tussen zogenaamde regenboogkleuren of rood-blauwe kleuren (die onderscheid maken tussen trek en druk).</p>\n<figure data-asset-id=\"34414a19-41f6-41f6-bb08-0fcfc6c74a70\" data-image-id=\"34414a19-41f6-41f6-bb08-0fcfc6c74a70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84501c54-572e-45ab-a3c0-eea17d0bfe1b/redblue%20vs%20rainbow.png\" data-asset-id=\"34414a19-41f6-41f6-bb08-0fcfc6c74a70\" data-image-id=\"34414a19-41f6-41f6-bb08-0fcfc6c74a70\" alt=\"\"></figure>\n<p>Deze instelling kan worden aangepast in het voorkeurenvenster en wordt opgeslagen bij de applicatie-instellingen voor toekomstige projecten. Op dezelfde manier is het mogelijk om de lettergrootte te definiëren voor waarden die in de scène worden weergegeven.</p>\n<figure data-asset-id=\"f25385e3-1795-4fa9-8efc-28c0212ac432\" data-image-id=\"f25385e3-1795-4fa9-8efc-28c0212ac432\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9d51bfc-d406-49c3-8f75-d4fd89aaf92d/rainbow%20preferences.png\" data-asset-id=\"f25385e3-1795-4fa9-8efc-28c0212ac432\" data-image-id=\"f25385e3-1795-4fa9-8efc-28c0212ac432\" alt=\"\"></figure>\n<h2>Aangepaste grenzen voor het resultatenpalet</h2>\n<p>In het hoofdlint is het ook mogelijk om aangepaste limieten in te stellen voor het kleurenpalet dat wordt gebruikt om resultaten weer te geven. Dit is vooral handig in gevallen waar pieken met geconcentreerde spanningen voorkomen, die het anders moeilijk zouden maken om de resultaten te lezen en de spanningen in de rest van de constructie te zien.</p>\n<figure data-asset-id=\"a5266caa-1882-487f-a0b7-9f0abd60c69b\" data-image-id=\"a5266caa-1882-487f-a0b7-9f0abd60c69b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e9bc93a-3185-41ce-a154-eac0de698336/custome%20limit%202.png\" data-asset-id=\"a5266caa-1882-487f-a0b7-9f0abd60c69b\" data-image-id=\"a5266caa-1882-487f-a0b7-9f0abd60c69b\" alt=\"\"></figure>\n<p>Deze instellingen zijn tijdelijk (worden niet opgeslagen met het project), maar <strong>ze worden opgeslagen voor elke weergave.</strong> Dus wanneer je overschakelt van het ene resultaat naar het andere en terug, zijn je instellingen blijvend. Bovendien kunnen figuren worden opgeslagen in de galerij en vervolgens worden toegevoegd aan het rapport.</p>\n<figure data-asset-id=\"ef6d8b05-0a11-4b75-bf4e-3c8a455d6a7c\" data-image-id=\"ef6d8b05-0a11-4b75-bf4e-3c8a455d6a7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0829db20-5001-459f-944e-0a8f8d7386b5/limits.png\" data-asset-id=\"ef6d8b05-0a11-4b75-bf4e-3c8a455d6a7c\" data-image-id=\"ef6d8b05-0a11-4b75-bf4e-3c8a455d6a7c\" alt=\"\"></figure>\n<h2>Tekenresultaten alleen voor geselecteerde wapening</h2>\n<p>Voor <strong>Sterkte-resultaten</strong> op wapening (bijv. spanning, rek) en <strong>Verankeringsresultaten</strong> (bijv. hechtspanning, Ftot, Flim) is er een optie om alleen de geselecteerde wapening weer te geven.</p>\n<p>De optie is te vinden op het hoofdtabblad:</p>\n<ul>\n <li>Wanneer <strong>Rebars = ON</strong>, worden resultaatplots voor alle wapeningsgroepen weergegeven (standaard gedrag).</li>\n</ul>\n<figure data-asset-id=\"6291c82f-cdef-4183-9d08-8535ba0dd543\" data-image-id=\"6291c82f-cdef-4183-9d08-8535ba0dd543\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe7ad30c-e0f3-4235-8dcf-8941c66899d2/Reinforcement%201.png\" data-asset-id=\"6291c82f-cdef-4183-9d08-8535ba0dd543\" data-image-id=\"6291c82f-cdef-4183-9d08-8535ba0dd543\" alt=\"\"></figure>\n<ul>\n <li>Wanneer <strong>Rebars = OFF</strong>, toont de scène alleen resultaten van de wapeninggroep die op dat moment is geselecteerd in de resultatentabel (vprvoright Property Grid).</li>\n</ul>\n<figure data-asset-id=\"e613c164-fc32-41f5-ab9d-e4ad90f3ed4b\" data-image-id=\"e613c164-fc32-41f5-ab9d-e4ad90f3ed4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214651bb-5b9a-48d5-b321-860b80e90e4c/Reinforcement%202.png\" data-asset-id=\"e613c164-fc32-41f5-ab9d-e4ad90f3ed4b\" data-image-id=\"e613c164-fc32-41f5-ab9d-e4ad90f3ed4b\" alt=\"\"></figure>\n<p>Elke gefilterde weergave kan worden <strong>opgeslagen in de Galerij</strong> als een door de gebruiker gedefinieerde afbeelding en vervolgens worden ingevoegd in het rapport, waardoor externe bewerking niet meer nodig is.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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"value": "<p>In veel ontwerpen uit het midden van de 20e eeuw werden gladde wapeningsstaven gebruikt, waarvan het bindingsgedrag aanzienlijk zwakker is dan dat van geribde staven. Aangezien ontwerpcodes (EN, ACI, AS) voornamelijk gebaseerd zijn op geribde wapening, heeft dit verschil invloed op de verankeringslengte, scheurwijdte en stijfheidsmodellering. Met IDEA StatiCa Detail is het mogelijk om constructies met gladde wapening nauwkeurig te modelleren en te verifiëren, waardoor de betrouwbaarheid van scheurwijdteberekeningen en verankeringscontroles verbetert. Hierdoor is Detail een betrouwbaar <strong>hulpmiddel voor het aanpassen en beoordelen van oudere gebouwen, bruggen en prefab elementen</strong>.</p>\n<p>De optie is beschikbaar voor alle geïmplementeerde codes.</p>\n<p>Omschakelen van het wapeningstype is mogelijk in het <strong>tabblad Materiaal</strong>, waar je kunt kiezen tussen twee opties: <em>Geribbeld</em> naar <em>Glad</em>.</p>\n<figure data-asset-id=\"8500fd81-146f-4f75-90fb-1df140e77cd0\" data-image-id=\"8500fd81-146f-4f75-90fb-1df140e77cd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8afd2e09-1ddd-4bdf-9e43-c99e1e39dc3d/smooth%20rebars1.png\" data-asset-id=\"8500fd81-146f-4f75-90fb-1df140e77cd0\" data-image-id=\"8500fd81-146f-4f75-90fb-1df140e77cd0\" alt=\"\"></figure>\n<h2>Reductiefactoren</h2>\n<p>Voor ACI en AUS volgen de reductiefactoren voor hechting en verankeringslengte de codedefinities; voor EN zijn de waarden geïnspireerd op fib Model Code 2010 maar kunnen ze worden aangepast door de gebruiker.</p>\n<p>Voor consistentie wordt dezelfde reductie toegepast op de verbindingssterkte in elke ontwerpcode ook gebruikt om de <strong>verankeringscoëfficiënt β</strong> te schalen in het CSFM-model (Compatible Stress Field Method). Dit zorgt ervoor dat de verankeringstypes, rechte staaf, haak, lus, enz. correct worden aangepast wanneer gladde wapening wordt geselecteerd.</p>\n<figure data-asset-id=\"c9f8f0d5-1428-40f5-8b23-9e4c3eaf2c00\" data-image-id=\"c9f8f0d5-1428-40f5-8b23-9e4c3eaf2c00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0b9fc75-7f09-4109-807b-2d6fea925dbc/smooth%20rebars3.png\" data-asset-id=\"c9f8f0d5-1428-40f5-8b23-9e4c3eaf2c00\" data-image-id=\"c9f8f0d5-1428-40f5-8b23-9e4c3eaf2c00\" alt=\"\"></figure>\n<h2>Code-specifieke aanpassingen voor gladde wapening</h2>\n<ul>\n <li><strong>EN 1992-1-1</strong>: Eurocode 2 behandelt gladde wapening niet expliciet in termen van aanhechtsterkte (EN 1992-1-1:2004, CL. 8.4.2). Voor de berekening van de scheurwijdte (CL. 7.3.4) gaat de code impliciet uit van geribde wapening. Gebaseerd op onderzoek en richtlijnen van fib Model Code 2010 (CL. 6.1.5.3.3, Tabel 6.1-3), wordt de binding van gladde wapening genomen als 0,5-0,67 van geribde wapening. In Detail wordt dit geïmplementeerd als een door de gebruiker gedefinieerde vermenigvuldigingsfactor \"fbd multiplier for smooth rebars\", die standaard op 0,5 staat.</li>\n <li><strong>ACI 318-19</strong>: De huidige ACI 318 (CL. 25.4.2.1) behandelt de ontwikkelingslengte alleen voor vervormde staven. Historische bepalingen in ACI 318-63 (§1402) specificeren dat de vereiste ontwikkelingslengte voor blanke (gladde) staven tweemaal die van vervormde staven is. Dienovereenkomstig wordt in het detail een bandreductiefactor van 0,5 aangenomen, in overeenstemming met deze al lang bestaande definitie.</li>\n <li><strong>AS 3600:2018</strong>: Clausule C13.1.3 definieert expliciet de ontwikkelingslengte voor blanke (gladde) staven als 1,5 Lsy<sub>,t</sub>, vergeleken met Lsy<sub>,t</sub> voor vervormde staven. Dit komt overeen met een bindingsverminderingsfactor van 0,67, die direct wordt toegepast bij verankerings- en scheurwijdtecontroles.</li>\n</ul>\n<p>Het <strong>Tension Chord Model</strong> en <strong>het uittrekmodel</strong> werden bijgewerkt om de verminderde aanhechting en de andere scheurontwikkeling van gladde staven weer te geven. Voor meer informatie over de modellen, zie de <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\"><strong>Theoretische achtergrond</strong></a><strong>.</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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Het is een cruciale parameter voor het ontwerp van verankeringen in Detail 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>In termen van EN 1992-4 kunnen we de ontwerpbindingsweerstand definiëren als τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub></p>\n<p>γ<sub>Mp</sub> is de partiële veiligheidsfactor gedefinieerd door tabel 4.1 in EN 1992-4</p>\n<p>γ<sub>Mp</sub> = γ<sub>Mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1.5</p>\n<p><strong>γ</strong><strong><sub>inst </sub></strong>- factor die rekening houdt met de installatiegevoeligheid van post-installed bevestigingen. Kan worden gevonden in de relevante Europese technische productspecificatie voor het specifieke product.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> - is de karakteristieke aanhechtsterkte van een achteraf geïnstalleerd anker. Afhankelijk van de betonklasse en de toestand van het beton - gescheurd vs. ongescheurd. Deze kan worden gevonden in het certificaat voor injectiemortel, bijvoorbeeld ETA - European Technical Assesment.</p>\n<h3>Voorbeeld</h3>\n<p>Laten we een achteraf-geïnstalleerd lijmanker beschouwen van M12 en mortel Hilti HIT-HY 200-A V3. Het gat is met een hamerboor geboord. Het anker wordt in droge omstandigheden geïnstalleerd in gescheurd C20/25 beton. De ontwerplevensduur is 50 jaar.</p>\n<p>Eerst moeten we <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">hier</a> naar de HIT-HY 200-A productwebpagina gaan. We zijn op zoek naar het ETA-document. Ga naar de sectie <strong>Technische gegevens</strong> van de pagina en open het PDF-document Technische gegevens voor Hilti HIT-HY 200-A-R-V3 staal op beton injecteerbare mortel.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Op pagina 3 van het document vindt u linkjes naar relevante ETA-documenten.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Open ETA-19/0601, gelinkt in de eerste rij van de tabel, die voor ons relevant is.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>In tabel C1 van dit document vindt u gegevens voor <strong>τ</strong><strong><sub>Rk</sub></strong>- karakteristieke bindingssterkte. Conservatief voor temperatuurbereik II, in ons geval <strong>τ</strong><strong><sub>Rk </sub></strong>= 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>In tabel C1 van het document kun je ook relevante γ<sub>inst </sub>waarden vinden. In ons geval is γ<sub>inst </sub>= 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>De uiteindelijke waarde van de \"<strong>design Bond strength\" </strong>is <strong>τ</strong><strong><sub>Rd </sub></strong>= τ<sub>Rk</sub> /γ<sub>Mp</sub> = 8,0 /(1,5x1,0) = <strong>5,3 MPa.</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n097739d6_e016_011e_0162_64412dc1d436\"></object>"
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"value": "<p>De Eurocode specificeert verschillende faalmethoden voor ankers en betonnen voetstukken en verdeelt deze verder volgens het belastingtype. In <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a> konden we tot nu toe de ankers beoordelen, maar met enkele beperkingen moesten de beoordelingen handmatig worden uitgevoerd.</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Tegelijkertijd was het onmogelijk om rekening te houden met de wapening van betonblokken. Daar komt nu verandering in met IDEA StatiCa Detail 3D, dat meer mogelijkheden biedt. IDEA StatiCa Detail 3D biedt geen beoordelingen zoals we gewend zijn in de standaard die ze definieert voor gewoon beton. Met FE-analyses kunnen we echter controleren of gewapend <strong>beton</strong> aan de gespecificeerde belasting zal voldoen. De apps werken onafhankelijk van elkaar en kunnen afzonderlijk worden gebruikt, maar dankzij de <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">koppeling tussen Connection en Detail</a> is het ook mogelijk om Detail alleen als aanvullende berekening te gebruiken.</p>\n<p>Laten we nu de Eurocode-voorwaarden een voor een doornemen en de mogelijkheden die de toepassingen ons bieden.</p>\n<h2>Trekkracht</h2>\n<p>Eurocode verdeelt het eerste type belasting <strong>(trekkracht</strong>) in 6 mogelijke gevallen van falen van ankers of betonblokken (a, b, c, d, e, f) en nog eens twee voor de aanvullende wapening (g, h).</p>\n<p>Onderstaande figuur laat schematisch zien welk type bezwijken je kunt beoordelen met de Connection app en welk gedrag kan worden afgedekt door gewapend beton te gebruiken en dus de analyse in Detail. IDEA StatiCa Connection gebruikt empirische formules van Eurocode ( EN 1992-4-7.2.1) voor ankerontwerp <strong>(CBFEM)</strong>, terwijl IDEA StatiCa Detail volledig is gebaseerd op de eindige-elementenmethode <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM)</strong></a>. Sommige beoordelingsopties overlappen elkaar daarom in beide toepassingen, maar altijd met een andere methode.</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Door de aard van de methoden die in de software zijn geïmplementeerd, kan alleen gewoon beton worden beschouwd in Connection, terwijl <strong>alleen gewapend betonnen voetstukken kunnen worden beschouwd in Detail</strong>.</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<p>De belangrijkste aannames en beperkingen van de analyse voor IDEA StatiCa Detail 3D worden vermeld in het artikel <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperkingen</a>.</p>\n<h4>a) Falen van staal</h4>\n<p>Het falen van staal van alleen<strong> trekbelaste</strong> ankers is geverifieerd in beide toepassingen. De trekweerstand van ankers wordt gecontroleerd in Connection volgens de volgende formule:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>In Detail worden de ankers gecontroleerd volgens de geselecteerde Eurocode (1992-4 of 1993-1-8) in de Projectinstellingen. Dit gedrag is van toepassing vanaf versie 25.1.1.</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>In oudere versies worden de ankers gecontroleerd als gewone wapeningsstaven, gebaseerd op de spanning-rekdiagrammen die zijn gedefinieerd voor specifieke materialen, waarbij de waarde van de maximale rek 5% wordt gebruikt (berekend op basis van het verstijvingseffect lees meer in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>).</p>\n<h4>b) Falen van betonnen kegels</h4>\n<p>Betonconusfalen kan worden geverifieerd in Connection. In Connection kan de app echter alleen <strong>ongewapend beton</strong> beschouwen.</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>In het geval dat de betonnen conus bezwijkt, is het daarom aangewezen om door te gaan naar IDEA StatiCa Detail, waar een analyse van het volledige gewapende blok wordt uitgevoerd. De treksterkte van het beton wordt conservatief verwaarloosd, wat betekent dat de draagkracht voor conusfalen in grote mate wordt bepaald door de opgegeven hoeveelheid wapening. In de afbeelding hieronder zie je de <strong>richtingen van de hoofdspanningen</strong> die de vorm van de bovengenoemde kegel aangeven. In het rechtergedeelte zie je de waarden van de betonspanningen, die worden beoordeeld met de grenswaarden.</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>c) Bezwijken door uittrekken</h4>\n<p>Deze codecontrole is alleen in Connection voor bepaalde gevallen (zie de eerste afbeelding in dit artikel). Een aanvullende beoordeling is nodig voor achteraf geïnstalleerde mechanische ankers.</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>In Detail is het mogelijk om zogenaamde <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lijmankers</a> in te stellen en de ontwerpbindingssterkte te specificeren op basis van hun technische parameters. De ankers worden dan gecontroleerd op basis van deze parameters. (Alleen van toepassing op gewapend beton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Gecombineerd uittrekken en bezwijken van gelijmde bevestigingsmiddelen</h4>\n<p>Dit falen kan alleen worden gedetecteerd in detail, waarbij de betonspanningen en de verankeringsgebieden worden beoordeeld met behulp van 3D CSFM. Het gecombineerde mechanisme voor uittrekken en falen van beton is in detail gebaseerd op de hierboven gedefinieerde principes en de beoordeling ervan maakt deel uit van de controle van de betonsterkte en de verankering. (Alleen van toepassing op gewapend beton).</p>\n<h4>e) Betonsplijten</h4>\n<p>Het is niet mogelijk om dit in Connection te beoordelen. Bij Detail is het bezwijken van beton meestal een probleem van gewoon beton, waar het gebruik van wapening het bezwijken voorkomt. Tegelijkertijd is het mogelijk om de spanningen en rek van zowel de wapening onder druk of spanning als het beton onder druk te zien in de Detail app.</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Zijdelings uitbreken van beton</h4>\n<p>Voor gewoon beton is een empirische code-check volgens Eurocode in Connection mogelijk.</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>Voor gewapende constructiedelen is het mogelijk om Detail te gebruiken. Uitbreken van beton wordt behandeld in de betonsterkteanalyse. Waarbij de trekspanningen alleen worden overgedragen door de wapening (zoals hierboven verschillende keren vermeld).</p>\n<h4>Extra controles voor gewapende betonblokken:</h4>\n<p>Voor gewapende blokken is een aanvullende beoordeling van de wapening vereist. Het falen van de wapening en het falen van de verankering van de wapening maakt deel uit van de wapeningsbeoordeling in Detail.</p>\n<h4><strong>g) Staalbreuk van wapening</strong></h4>\n<h4><strong>h) Verankeringsfalen van wapening</strong></h4>\n<h2><br></h2>\n<h2>Afschuifkracht</h2>\n<p>Eurocode verdeelt het tweede type belasting <strong>(afschuifkracht</strong>) in 4 mogelijke gevallen van falen van ankers of betonblokken (a, b, c, d) en nog twee voor de wapening (e, f).</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>De onderstaande figuur laat <strong>schematisch</strong> zien welk type bezwijken je kunt beoordelen met de Connection app en ook welk gedrag kan worden gedekt door het gebruik van gewapend beton en dus de analyse in Detail. IDEA StatiCa Connection gebruikt empirische formules van Eurocode ( EN 1992-4-7.2.2) <strong>voor ankerontwerp </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a><strong>.</strong> Alle soorten bezwijken door dwarskracht kunnen worden behandeld in de Connection-app.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<p>In IDEA StatiCa Detail 3D kan afschuiving worden overgebracht door wrijving, ankers of afschuifogen. Het is belangrijk om te zeggen dat alleen de voet wordt beoordeeld. Andere stalen onderdelen (bijv. shear lug, lassen) moeten worden gecontroleerd in Connection of ergens anders. Nogmaals moet worden benadrukt dat alleen gewapend beton vereist is.</p>\n<h4>a) Staalbreuk zonder hefboomarm</h4>\n<p>Het bezwijken van het staal zonder de hefboomarm van op afschuiving belaste ankers wordt gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>In Detail worden de ankers opnieuw gecontroleerd volgens de geselecteerde Eurocode (1992-4 of 1993-1-8) in de Projectinstellingen. Dit gedrag is van toepassing vanaf versie 25.1.1. De beoordeling is niet mogelijk in Detail voor oudere versies.</p>\n<h4>b) Staalbreuk met hefboomarm</h4>\n<p>Stalen falen met de hefboomarm van op afschuiving belaste ankers wordt alleen gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>De beoordeling is niet mogelijk in Detail.</p>\n<h4>c) Uitbreken van beton</h4>\n<p>Het falen van betonschuifankers wordt alleen gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>De afschuifcapaciteit van het beton door de voetplaat wordt vervolgens beoordeeld in de toepassing Detail.</p>\n<h4>d) Betonrandbreuk</h4>\n<p>Betonrandfalen van afschuifbelaste ankers wordt alleen in Connection gecontroleerd voor ongewapend beton. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Betonrandfalen kan worden gecontroleerd in het Detail (alleen gewapend beton).</p>\n<h4>Extra controles voor blokken van gewapend beton:</h4>\n<p>Voor gewapende voetstukken is een extra wapeningsbeoordeling vereist. Falen van staal en verankering van wapening maakt deel uit van de wapeningsbeoordeling in IDEA StatiCa Detail.</p>\n<h4><strong>e) Staalbreuk van aanvullende wapening</strong></h4>\n<h4><strong>f) Verankeringsfalen van aanvullende wapening</strong></h4>\n<h2>Conclusie</h2>\n<p>Het grootste voordeel kan worden gevonden in voorbeelden zoals verankering dicht bij een rand en andere gevallen waarbij gewoon beton niet voldoet aan de vereiste belasting. Merk op dat ankers en afschuifnokken verder moeten worden beoordeeld in Connection, maar samen bieden deze twee softwaretools een uitgebreide oplossing.</p>\n<p>Door de methode en de manier waarop de toepassing is ontworpen, is de <strong>toepassing Detail alleen geschikt voor gewapende funderingen.</strong></p>"
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"value": "<h2>1 Nieuw project</h2>\n<p>Start de <strong>IDEA StatiCa Connection </strong>applicatie.</p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Houd de standaardinstellingen</strong> voor verankering en open de app.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Ontwerp</h2>\n<p><strong>Nadat we de template hebben </strong>geopend, moeten we de <strong>Bewerkingen exploderen </strong>om de voetplaat aan te kunnen passen.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p>Laten we de voetplaat aanpassen en <strong>de overdracht van de dwarskracht</strong> instellen als<strong> wrijving</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<p><em>Opmerking: Sinds de release van </em><em><strong>versie 24.1</strong></em><em> is </em><em><strong>IDEA StatiCa Detail</strong></em><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>uit BETA</em></a><em> voor </em><em><strong>3D-verankeringsontwerp</strong></em><em>. Met deze nieuwe versie kan afschuiving ook worden overgebracht via </em><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\"><em>ankers, afschuifogen en wrijving</em></a><em>.</em></p>\n<p><strong>Voer de interne krachten in</strong> voor biaxiaal belaste verankeringen. De interne krachten veroorzaken drukspanning op het contact tussen de plaat en het betonblok. Standaard wordt aangenomen dat het <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">betonblok</a> gescheurd is.</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Controleren</h2>\n<p><strong>Bereken </strong>en ga naar de <strong>Controle</strong>. De normtoetsing geeft aan dat de ankers niet voldoen. Laten we hier dieper op ingaan.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Hieronder worden de bezwijkmechanismen voor ankers weergegeven voor trek en afschuiving volgens <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p>Bekijk de gedetailleerde controle van de ankers, want op de eerste pagina staat een afwijking. Hierin staat welke codecontroles je handmatig of met andere methoden moet uitvoeren, omdat ze niet in IDEA StatiCa Connection zitten. Het is aan te raden om de nodige stappen te nemen om dit op te lossen.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>De <strong>Anker toetsing </strong>voldoet niet:</p>\n<ul>\n <li>Het probleem wordt veroorzaakt door de <strong>betonnen uitbreekweerstand van ankers in trek en afschuiving.</strong></li>\n <li><strong>Dit probleem kan eenvoudig worden opgelost in IDEA StatiCa Detail met de 3D CSFM-methode</strong>. Het helpt je om het model van gescheurde betonblokken in IDEA StatiCa Connection te overwinnen.</li>\n</ul>\n<h2>4 Exporteren</h2>\n<p>De in-house ontwikkelde toepassing<strong> IDEA StatiCa Connection beschikt nu over een krachtige </strong><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\"><strong>BIM-koppeling naar Detail</strong></a>, waarmee gewapend betonblokken met meerdere combinaties kunnen worden ontworpen en gecontroleerd.</p>\n<p>Voorwaarden voor export:</p>\n<ul>\n <li>Het model moet<strong> vooraf zijn berekend en de resultaten moeten zijn opgenomen</strong></li>\n</ul>\n<p>Ga naar de kaart <strong>Controleren -> RC-controle -> Opslaan.</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Exporteren is alleen toegestaan voor verankeringstopologie. De <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">export</a> staat de overdracht toe van:</p>\n<ul>\n <li>Het betonblok</li>\n <li>Ankers</li>\n <li>De voetplaat</li>\n <li>Belastingen</li>\n</ul>\n<p>Aanvullende informatie en parameters die worden ingesteld volgens de overeenkomstige instellingen in de Connection:</p>\n<ul>\n <li>Afschuifkracht overdracht (via Ankers, kluft en Wrijving)</li>\n <li>Materiaal</li>\n <li>Type verankering: chemisch/ingestort</li>\n <li>Type verankering aan het uiteinde: Recht</li>\n <li>Wrijvingscoëfficiënt</li>\n</ul>\n<h2>5 Ontwerp</h2>\n<p>In dit onderdeel kun je Staven, Ondersteuningen, Belastingen en Wapeningsstaven aanpassen.</p>\n<h3>Ondersteuning</h3>\n<p>De ondergrond heeft enige stijfheid, waarmee rekening moet worden gehouden voor een nauwkeurig ontwerp. De <strong>Surface Support</strong> maakt stijfheid in alle drie de richtingen mogelijk en is <strong>standaard inactief voor trek (Compression-only)</strong>.</p>\n<ul>\n <li>Wees voorzichtig bij het maken van aannames over randvoorwaarden. In het geval van niet-lineariteit, als de momenten vrij hoog zijn, kan het betonblok in trek tijdens de analyse omkantelen, wat grote rotaties veroorzaakt. Dit kan leiden tot een afwijkend model en onbetrouwbare resultaten.</li>\n</ul>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Overdracht van krachten</h3>\n<p>De ankers zijn overgenomen uit IDEA StatiCa Connection. Er kunnen twee soorten ankers worden geselecteerd.</p>\n<p>Ingestorte ankers:</p>\n<ul>\n <li>Vooraf geïnstalleerde ankers met dezelfde eigenschappen in <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#finite-element-types\">Connection</a> als de wapeningsstaven.</li>\n</ul>\n<p>Chemische ankers:</p>\n<ul>\n <li>Achteraf-geïnstalleerde lijmankers met de optie om de aanhechtsterkte aan te passen, afhankelijk van het type anker. </li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Let op de juiste instelling van de <strong>Verbinding met een voetplaat</strong>. In het geval van het importeren van de voetplaat vanuit de Connection, moet de <strong>Overdracht van axiale krachten</strong> <strong>UIT</strong> staan en de <strong>Overdracht van afschuiving</strong> <strong>AAN</strong>. De reden hiervoor is dat de ankers direct door krachten worden belast. Je kunt <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">hier</a> meer hierover lezen.</p>\n<p>Als je een nieuwe fundering zou ontwerpen in de detailtoepassing, zouden beide opties AAN staan. Bij het overbrengen van afschuiving via ankers moet de gebruiker bepalen welke ankers de afschuifkracht zullen dragen en het bijbehorende selectievakje inschakelen. Dit komt overeen met de EN-vereisten, die specificeren dat afschuiving alleen moet worden toegewezen aan ankers die effectief zijn voor de controle op het falen van de betonnen rand.</p>\n<h3>Wapening</h3>\n<p>Stel de betondekking in op 40 mm, die als standaardwaarde voor de wapening zal worden gebruikt.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Selecteer de <strong>Wapening (1)-->Groep van staven 3D(2) </strong>en vul de <strong>Diameter</strong>, <strong>Eigenschappen </strong>en <strong>Geometrie (3)</strong> in.</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Kopieer</strong> de bewerking en wijzig het <strong>Oppervlak</strong>. Alle andere opties blijven behouden.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Kopieer</strong> de bewerking en wijzig de onderstaande opties.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Kopieer </strong>de bewerking en wijzig de onderstaande opties.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Belasting en combinaties</h3>\n<p>Combinaties worden overgenomen uit IDEA StatiCa Connection. Alle gevolgen van het importeren worden in detail besproken in - <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Importeren van verankeringen van Verbinding naar Detail</a>.</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<p>Laten we het eigen gewicht creëren:</p>\n<figure data-asset-id=\"195865cb-685a-4e18-9a16-f3e2e2647dda\" data-image-id=\"195865cb-685a-4e18-9a16-f3e2e2647dda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb2740fa-c440-49ca-b7d6-e9f86b03ef58/10.png\" data-asset-id=\"195865cb-685a-4e18-9a16-f3e2e2647dda\" data-image-id=\"195865cb-685a-4e18-9a16-f3e2e2647dda\" alt=\"\"></figure>\n<p>Maak een combinatie met eigen gewicht en voeg de coëfficiënt voor eigen gewicht = 1,35 toe volgens de codes <br>\nEN 1991-1-1</p>\n<figure data-asset-id=\"b2c448ed-67d4-485d-b14c-4bae5f5b5a2c\" data-image-id=\"b2c448ed-67d4-485d-b14c-4bae5f5b5a2c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/06acbace-d08f-472b-affe-3a17eebc3c17/10_1.png\" data-asset-id=\"b2c448ed-67d4-485d-b14c-4bae5f5b5a2c\" data-image-id=\"b2c448ed-67d4-485d-b14c-4bae5f5b5a2c\" alt=\"\"></figure>\n<h2>6 Controleren</h2>\n<p><strong>Voordat je de berekening uitvoert</strong>, raden we je aan <strong>om de mesh-vermenigvuldiger</strong> op 2 of 3 te zetten om de berekening te versnellen. Deze stap is niet verplicht, maar kan de rekentijd verkorten en eventuele divergentieproblemen helpen opsporen. <strong>Als alles goed werkt en er zich geen problemen voordoen, kunt u terugschakelen naar een vermenigvuldigingsfactor van één</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h2>Resultaten</h2>\n<h3>Equivalente hoofdspanning</h3>\n<p>De <strong>equivalente spanning (EPS)</strong> in beton wordt bepaald op basis van het volumegedrag van het betonblok. De gebieden met de hoogste belasting worden geïdentificeerd en gemarkeerd. Meer informatie over equivalente hoofdspanning is opgenomen in <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">dit artikel over de theoretische achtergrond.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h3>Spanning in wapening</h3>\n<p><strong>Tijdens de wapeningscontrole</strong> is het belangrijk om op te merken dat het anker dicht bij de hoek maximaal wordt gebruikt.</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Bij het weergeven van het gebruik van wapening, kan de gebruiker duidelijk zien welke wapening bijdraagt aan het overbrengen van de belasting en het voorkomen van het falen van de betonnen uitbreekkegel.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h3>Verankering</h3>\n<p>Controleer de <strong>Ankerinstellingen</strong> en activeer de <strong>Totale kracht in ankers</strong>. De krachten in de ankers kunnen licht variëren door de verschillende berekeningsmethoden met betrekking tot het betonblok. De verschillen zijn echter niet significant.</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h3>Vervormingen</h3>\n<p>Ga naar <strong>Hulp</strong> en zet <strong>Deformatie</strong> aan.</p>\n<p>Het is niet nodig om een vervormingscontrole uit te voeren voor UGT, maar het wordt sterk aanbevolen om de vervorming na de analyse te controleren om er zeker van te zijn dat het model geen grote vervorming of grote rotatie ondervindt of dat een eindig element beschadigd is. Dit geeft een overzicht van de analyseresultaten en helpt bij het identificeren van eventuele problemen die tijdens de analyse zijn ontstaan.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Rapport</h2>\n<p>Ga ten slotte naar <strong>Rapport</strong>. IDEA StatiCa biedt een volledig aanpasbaar rapport om af te drukken of op te slaan in een bewerkbaar formaat.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Je hebt het hele ontwerp van de verbinding gecontroleerd volgens de normen EN 1993-1-8 en EN 1992-4. 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"value": "<h2>1. Waarom is de berekening vroegtijdig gestopt?</h2>\n<p>De stopcriteria in het 3D CSFM-model zorgen ervoor dat simulaties stoppen bij bepaalde limieten. Zie voor meer info het <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">controle algoritme voor 3D CSFM</a> in de theoretische achtergrond. </p>\n<p>Standaard staat de optie \"Stop at Limit Strain\" aan. Dit betekent dat de berekening stopt zodra bepaalde UGT-criteria worden overschreden. De uitnutting wordt gecontroleerd voor beton, wapening en verankering.</p>\n<p>Voor beton geldt een maximale rek van 5% in druk en 7% in trek, om rekenconvergentie te garanderen. Voor wapening is de plastische rek begrensd tot 5%. Verankeringen worden beoordeeld op basis van grenswaardes voor slip in plaats van voor aanhechtspanning.</p>\n<p>Wanneer de berekening niet convergeert, kan dat verschillende oorzaken hebben. De meest voorkomende is ontbrekende wapening. Andere oorzaken zijn een onjuist ondersteund model, wat kan leiden tot grote vervormingen, of een ontwerp dat simpelweg overbelast is voor de opgegeven krachten.</p>\n<figure data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a647eea7-a4e9-4b88-ad67-1d3076d93079/fig_1.png\" data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" alt=\"\"></figure>\n<h2>2. Welke ondersteuning moet ik toepassen in Detail?</h2>\n<p>In de 3D Detail applicatie kunnen oppervlakte ondersteuningen worden toegepast met een stijfheid in alle richtingen. Standaard bieden deze ondersteuningen alleen stijfheid in druk (Compression-Only), maar je hebt ook een optie waarin de support stijfheid biedt in druk & trek. Er zijn twee voorgestelde benaderingen:</p>\n<p>1) Gebruik voor funderingen die op de grond rusten een ondersteuning die alleen stijfheid in druk biedt. Vergeet niet het eigengewicht handmatig toe te voegen als belastingsgeval, aangezien dit niet automatisch wordt gedaan. Het eigengewicht kan helpen omkantelen van het betonblok te voorkomen.</p>\n<p>2) Gebruik voor submodellen die onderdeel zijn van een groter betonelement de ondersteuning die werkt in druk & trek. Hierbij is het belangrijk om wapening toe te passen die door het oppervlak heen gaat. Hierdoor kunnen de eventuele trekspanningen worden afgedragen door de wapening. Anders ontstaan er zeer hoge trekrekken in het beton en wordt de stopcriteria van 7% al snel overschreden.</p>\n<p>Voor gedetailleerde informatie over de functionaliteiten van Detail 3D, zie <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=full-functionalities-of-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Volledige functionaliteiten van Detail 3D</a>.</p>\n<figure data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4047322b-1886-4030-90eb-6df30a861a00/fig_2.png\" data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" alt=\"\"></figure>\n<h2>3. Waarom is het zo belangrijk om de detailleringsregels te volgen?</h2>\n<p>De wapening moet voldoen aan de detailleringsregels uit de norm, zoals de aanvullende wapening voor trek- en dwarskrachtoverdracht volgens EN 1992-4. De applicatie zorgt ervoor dat krachten correct worden overgedragen: druk wordt opgevangen door het beton, trek door de wapening. Aangezien beton geen treksterkte heeft, is correcte wapening cruciaal.</p>\n<p>Let op: deze detailleringsregels zijn niet geautomatiseerd. Het is aan de gebruiker om de juiste wapening handmatig toe te voegen. De constructeur blijft verantwoordelijk voor een correcte en normconforme wapening van het betonblok.</p>\n<figure data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a5c9f11-12d7-432f-95aa-517d420810ce/fig_3.png\" data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" alt=\"\"></figure>\n<h2>4. Hoe modelleer ik de overdracht van dwarskrachten correct?</h2>\n<p>De afchuifkracht kan overgebracht worden via wrijving, ankers of afschuifkluft, maar slechts één methode kan tegelijkertijd gebruikt worden. Zorg bij wrijving voor de juiste volgorde van belastingsgevallen: eerst druk (permanent), dan afschuiving (variabel). Als dit niet correct gebeurt, kan de voetplaat \"wegvliegen\".</p>\n<p>Met een juiste volgorde van belasting en de wrijvingscoëfficiënt ingesteld op 0,25, kan afschuifkracht worden overgebracht voor 25% van de drukkracht. De dwarskracht van afschuifkluften wordt volledig door hen overgebracht, maar ze worden niet gecontroleerd in IDEA StatiCa Detail. Controleer eerst de kluft in IDEA StatiCa Connection en importeer ze daarna in Detail. Voor ankers kan de gebruiker bepalen welke ankers effectief zijn voor afschuiving. Ze worden echter ook niet gecontroleerd op afschuiving in Detail, dus controleer hun capaciteit eerst in Connection voordat je ze simuleert in Detail.</p>\n<figure data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/341548e5-af27-4363-b1e6-1b85cf7303a2/fig_4.png\" data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" alt=\"\"></figure>\n<h2>5. Waar moet ik op letten bij het exporteren van Connection naar Detail?</h2>\n<p>Het is belangrijk om te controleren hoe de krachten worden toegepast. Krachten kunnen rechtstreeks worden toegepast op ankers of op de voetplaat. Ankers en voetplaten worden gemodelleerd als aparte elementen, dus de krachtoverdracht tussen hen moet handmatig worden geactiveerd door middel van constraints.</p>\n<ul>\n <li>Bij het exporteren van het verankeringsmodel vanuit IDEA StatiCa Connection (bijv. zie <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM-link Connection to Detail - Excentrisch belaste verankering</a>) wordt de axiale krachtoverdracht tussen ankers en voetplaat uitgeschakeld om ongewenst extra wrikken van de voetplaat te voorkomen. De axiale krachten zijn losgekoppeld en zitten al direct in de ankers. De afschuifkrachten worden daarentegen overgedragen via de voetplaat. Daarom staat het vinkje voor <strong>axiale </strong>krachtoverdracht <strong>uit </strong>en <strong>afschuif </strong>krachtoverdracht <strong>aan </strong>in onderstaande afbeelding, wanneer je het model uit de Connection hebt geëxporteerd.</li>\n <li>Wanneer je het model niet exporteert uit Connection wordt de belasting op de voetplaat gezet en kun je de axiale en afschuif overdracht tussen de plaat en ankers activeren.</li>\n</ul>\n<figure data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cc49b2be-049e-43f6-bf2d-ecacfcb6eb0a/fig_5.png\" data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" alt=\"\"></figure>\n<h2>6. Welke stijfheid van de voetplaat moet worden ingesteld?</h2>\n<p>Het instellen van de juiste stijfheid van de voetplaat is ook belangrijk. In de volgende afbeelding worden drie modellen vergeleken:</p>\n<ul>\n <li>een flexibele voetplaat geëxporteerd uit Connection,</li>\n <li>een flexibele voetplaat rechtstreeks gemodelleerd in Detail 3D met een belasting op een enkel punt,</li>\n <li>en een stijve voetplaat met toegenomen dikte, met een belasting op een enkel punt.</li>\n</ul>\n<p>De resultaten toonden aan dat flexibele platen die rechtstreeks in Detail 3D waren gemodelleerd, onnauwkeurige spanningsverdelingen en kunstmatige wrikeffecten produceerden. De stijve plaat elimineert deze problemen en geeft resultaten die consistent zijn met de Connection export. Ankerkrachten waren vergelijkbaar in het eerste en het derde model, maar het tweede (flexibele plaat in Detail 3D) overschatte de ankerkrachten met meer dan 30%, waardoor het een onjuiste benadering was. Daarom is de suggestie om de stijve voetplaat te gebruiken als er niet vanuit Connection wordt geëxporteerd en op één punt wordt belast, om de interactie tussen de voetplaat en het beton zo dicht mogelijk bij de werkelijkheid te krijgen.</p>\n<figure data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9ea68dd-7d49-4224-8b0c-5c9a91bf4202/fig_6.png\" data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" alt=\"\"></figure>\n<h2>7. Hoe zit het met de contactspanning?</h2>\n<p>In Connection is het mogelijk om een Contact tussen twee platen in te stellen en de contactspanning weer te geven. Het is echter een beperking (zie <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperking voor Detail 3D</a>) van de verankeringsexport van Connection naar Detail dat deze contactspanning niet wordt geïmporteerd. Het gevolg van het ontbreken van effecten veroorzaakt door de contactspanning is dat de geïmporteerde krachten niet in evenwicht zijn op de voetplaat en dat de berekening niet kon worden uitgevoerd vanwege de enorme vervorming van de staalplaat en de modelafwijking.</p>\n<p>Hoe kan deze beperking worden opgelost?</p>\n<ul>\n <li>manier 1 - geen contact gebruiken in het Connection model (contact is te rechtvaardigen in een beperkt aantal gevallen)</li>\n <li>manier 2 - de verankering direct modelleren in de Detail app met de stijve voetplaat (zie vraag 6)</li>\n</ul>\n<figure data-asset-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" data-image-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfe0c5cc-be52-456d-b534-4a407f3b417b/fig_7.png\" data-asset-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" data-image-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" alt=\"\"></figure>\n<h2>8. Waarom overschrijdt de aanhechtspanning zo snel 99,9 %?</h2>\n<p>In de meeste modellen overschrijdt de aanhechtspanning in de verankering 99,9% uitnutting voor zeer lage belastingsniveaus. De reden hiervoor kan worden gevonden in het spanning-rekdiagram van de verbinding tussen het anker/wapening en het beton, zoals weergegeven in de onderstaande figuur. De aanhechting (Bond) bereikt zijn uiterste spanning snel en elke verdere belasting leidt tot plastische vervorming (slip). Het is handiger om te kijken naar de Ftot / Flim waarden.</p>\n<p>Om de uiterste aanhechtsterkte voor lijmankers te bepalen, zie het artikel <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=bond-strength-for-anchors-in-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Hechtsterkte voor ankers in Detail 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Hoe moet ik de mesh-instellingen beheren?</h2>\n<p>De mesh-kwaliteit is cruciaal voor 3D-simulaties, vooral voor niet-lineaire problemen, omdat het een directe invloed heeft op de rekentijd. De mesh-vermenigvuldigingsfactor varieert van 0,5 tot 5, waarbij 1 de standaard is. Het gebruik van een factor 5 versnelt simulaties en helpt bij het identificeren van fouten, maar de resultaten kunnen onnauwkeurig zijn (meer dan 30% fout). Na verificatie van het model is de voorgestelde factor 1 of lager voor nauwkeurige spanning en rek, waardoor de analysetijd toeneemt. Een grove mesh (hogere factor) wordt gebruikt voor het voorontwerp, terwijl een fijnere mesh (lagere factor) nauwkeuriger resultaten oplevert in de uiteindelijke simulatie, vooral rond ankers.</p>\n<figure data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c52342a2-48e4-4c7e-8ce0-a6d60dbae041/fig_9.png\" data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" alt=\"\"></figure>\n<h2>10. Is het mogelijk om meerdere verankeringen te importeren?</h2>\n<p>Ja, dat is mogelijk. En wat gebeurt er na het exporteren van de meervoudige verankering van Connection naar Detail? Er worden twee of meer betonblokken geïmporteerd naar Detail, afhankelijk van het aantal voetplaten in de verbinding, waarbij elke voetplaat zijn eigen betonelement heeft. De beperking (zie <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperking voor Detail 3D</a>) is dat meerdere betonblokken niet worden ondersteund in Detail. De gebruiker moet dus alle blokken behalve één verwijderen en alle andere voetplaten aan dat blok relateren. Dan wordt de juiste verdeling van anker- en laskrachten bereikt.</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<h2>Conclusie</h2>\n<p>De 3D CSFM in IDEA StatiCa Detail is een krachtig hulpmiddel voor het modelleren van niet-lineair gedrag van beton en wapening, dat voldoet aan Eurocode en ACI. Het kan effectief omgaan met bindingsinteracties, trek- en drukzones en wapeningslayouts en biedt robuuste oplossingen voor verankering en lastoverdracht. De criteria zorgen ervoor dat berekeningen stoppen wanneer kritieke rekgrenzen worden bereikt en een juiste detaillering van de wapening is essentieel voor realistische resultaten. De kwaliteit van de mesh is cruciaal voor nauwkeurige simulaties, waarbij een fijnere mesh meer precisie biedt tegen een langere analysetijd. Aanvullende wapening, overdracht van dwarskrachten en de juiste exportinstellingen zijn ook sleutelfactoren bij het bereiken van nauwkeurige ontwerpen die voldoen aan de norm.</p>\n<p>Bekijk voor meer gedetailleerde informatie het webinar <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 Meest Gestelde Vragen voor 3D Verankeringen</a>.</p>\n<p>Of het webinar over 3D Detail in het <strong>Nederlands</strong>: <a data-item-id=\"d9da9869-1857-48c8-984c-4c588e879098\" href=\"\">Ankerberekening met wapening in 3D Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2693be62_95d4_01dd_9ad4_77c265a5e3ba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n09c6e80f_03b9_015b_a885_d6944db4b6d2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n188ed6d1_3259_01c4_c0c4_9e9ea9cfcbcf\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n570fb62d_065c_0194_15d1_c0c1c2dea16d\"></object>"
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"value": "<h2>Inleiding</h2>\n<p>De sterkte van ankers in beton is afhankelijk van vele factoren. De materiaalsterkte en de verbinding tussen het anker en het beton zijn cruciale parameters die het faalgedrag van het anker bepalen. Een andere factor, die niet minder belangrijk is, is de geometrie van het anker (en mogelijk het hele funderingsblok). De lengte van het anker en de aanwezigheid van andere wapening speelt ook een belangrijke rol in de prestaties van het anker.</p>\n<p>Het doel van dit artikel is het verifiëren en valideren van CFSM-gebaseerde berekeningen van ankers in gewapend beton. Verschillende ankerlengtes zijn gekozen op basis van beschikbare literatuurgegevens [1] voor validatie. Verificatie van de gepresenteerde aanpak is gebaseerd op (I) vergelijking met andere beproefde software voor numerieke simulaties van materiaalgedrag en (II) overeenstemming met standaard ontwerpnormen.</p>\n<h2>Beschrijving van het experiment</h2>\n<p>Het experimentele onderdeel [1] bestaat uit het testen van ankers op ware grootte die in een betonblok zijn bevestigd. De staven zijn gemaakt van geribde wapeningsstaven (FeE500B) en hebben een diameter van 20 mm. Voor de geribde staaf is de vloeigrens 585 MPa, de treksterkte 700 MPa, de rek bij bezwijken 16% en de elasticiteitsmodulus 210 GPa. Drie verschillende lengtes (100, 150, 200 mm) worden getest om het falen van de verbinding, de betonnen uitbreekkegel of de staaf te observeren. De staven zijn verankerd in een voldoende groot blok gewapend beton (2250x1850x600 mm) om splijten en randeffecten te voorkomen. De door de EDF (Electricité de France) aanbevolen minimumwapening wordt geïnstalleerd, bestaande uit één laag geribde staven met een diameter van 20 en 25 mm in beide richtingen op de bovenste en onderste delen van het blok.</p>\n<p>Daarnaast zijn beugels met een diameter van 12 mm geplaatst ter ondersteuning van de twee lagen wapening, met een wapeningspercentage van 0,64%. De gebruikte betonsoort is C40/50. Het betonblok is gefixeerd met twee metalen profielen die door vier voorspanstaven aan de proefplaat zijn verbonden. Rond de verankering wordt geen druk uitgeoefend. De hydraulische vijzel is met twee symmetrische staven aan de verankering bevestigd. De trekbelasting wordt verplaatsingsgestuurd toegepast met een snelheid van 1 mm/min, en de belasting wordt toegepast totdat het anker bezwijkt.</p>\n<figure data-asset-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" data-image-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed29f4e-6668-4ca4-86ae-b73971bc6a1a/01.png\" data-asset-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" data-image-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" alt=\"\"></figure>\n<p><em>1) Testopstelling voor uittrekken - komt uit artikel: Pullout behavior of cast-in-place headed and bonded anchors with different embedment depths - Fabien Delhomme, Thierry Roure ,Benjamin Arrieta, Ali Limam</em></p>\n<figure data-asset-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" data-image-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0476497e-3f50-471c-9816-a328f41dd074/02.png\" data-asset-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" data-image-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" alt=\"\"></figure>\n<p><em>2) Wapening en ankerpositie</em></p>\n<h2>3D CSFM -Compatible Stress Field Method</h2>\n<h3>Theorie</h3>\n<p>3D CSFM modelleert het gedrag van beton op basis van de Mohr-Coulomb-plasticiteitstheorie, waarbij de hoofdspanningen worden geanalyseerd en de treksterkte van beton wordt verwaarloosd. De treksterkte wordt alleen beschouwd bij het gedrag van Tension Stiffening van de wapening. Wapeningsstaven zijn via bond-elementen verbonden met betonnen volume-eindige elementen, waardoor er slip mogelijk is tussen het beton en de wapening. Het is belangrijk op te merken dat 3D CSFM niet geschikt is voor het simuleren van ongewapend beton, omdat het ontbreken van treksterkte kan leiden tot onbetrouwbare vervormingen en modeldivergentie.</p>\n<p>De Mohr-Coulomb-theorie omvat twee belangrijke eigenschappen: de interne wrijvingshoek (φ) en de cohesieparameter (c). In 3D CSFM wordt een interne wrijvingshoek van nul aangenomen, wat resulteert in een conservatief ontwerp waarbij het plasticiteitsoppervlak lijkt op het Tresca-model, dat onafhankelijk is van de eerste spanningsinvariant. Voor meer details, zie <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>Theoretische achtergrond</strong></a><strong> </strong>[2].</p>\n<h3>Model opbouw</h3>\n<p>Het FEA-model is opgebouwd uit betonnen tetraëderelementen van hogere orde, met ingebedde 1D-staven die de wapening voorstellen en die onderling verbonden zijn via MPC (Multi-Point-Constraints) en bond-elementen om slip toe te laten. De wapeningsstaven zijn verdeeld in twee oppervlaktelagen met een dekking van 60 mm en dwarsverbindingen (zie Fig. 2). Het model maakt gebruik van oppervlakteondersteuning met beperkte X-, Y- en Z-vrijheidsgraden over een breedte van 200 mm. </p>\n<p>Ankers worden in het midden van het proefstuk geplaatst en de lengte van het anker varieert van 100-200 mm om alle mogelijke bezwijkmechanismen te testen.</p>\n<figure data-asset-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" data-image-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b1fe644-ce49-46f0-8ad6-bd895d4a83f4/04.png\" data-asset-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" data-image-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" alt=\"\"></figure>\n<p><em>3) Model opbouw</em></p>\n<h3>Ankermodel</h3>\n<p>Het anker wordt gemodelleerd met een ROD-element dat alleen druk en trek kan overbrengen. Het belangrijkste aspect is het aanhechtingsmodel (Bond model) en hoe het anker verbonden is met het omringende beton om de krachten en spanningen te bepalen tijdens een interactie tussen het beton, het anker en de wapening. De aanhechting heeft een specifieke lineaire afschuifstijfheid <sub>Gb</sub>, die afhangt van de elasticiteitsmodulus van beton <sub>Ecm</sub> en de diameter van het anker. Meer over het Bond model kan gevonden worden in de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a> [2].</p>\n<figure data-asset-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" data-image-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f22d2a3-3f60-40ee-b28d-24bd2439a719/03.png\" data-asset-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" data-image-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" alt=\"\"></figure>\n<p><em>4) Bond model en MPC</em></p>\n<h2>Ontwerpnormen</h2>\n<h3>CEB-FIB-modecode 2020</h3>\n<p>De experimentele resultaten zijn vergeleken met normregels om de veiligheid van de huidige normen en codes te verifiëren. De betoneigenschappen van C40/50 zijn overgenomen uit de norm. De materiaaleigenschappen van de wapeningsstaven en ankers zijn experimenteel getest. We hebben de oplossing geverifieerd voor beton en de subcategorie van goede/andere aanhechtingscondities. De CEB-FIB modelcode [3] biedt een duidelijke definitie van hoe de aanhechting werkt. De invoergegevens zijn gebruikt voor de numerieke simulatie van het anker in ABAQUS [4].</p>\n<figure data-asset-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" data-image-id=\"1f47192f-5327-435a-8873-2996db5cd28e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ceffed56-48bf-4482-81b0-c17fd1ed0a14/05.png\" data-asset-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" data-image-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" alt=\"\"></figure>\n<p><em>4) CEB-FIB mode code 2020 - Bond model</em></p>\n<h3>Eurocode 1992-1-1</h3>\n<p>De Eurocode 1992-1-1 [5] aanname is gebruikt als voorwaarde voor <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a>. Het plastische model met een karakteristiek en experimenteel berekend Bond model is gebruikt voor simulatie en vergelijking met een experimentele oplossing.</p>\n<figure data-asset-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" data-image-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19364e8-9cdf-44a0-902f-f9c8fd581f01/06.png\" data-asset-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" data-image-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" alt=\"\"></figure>\n<p><em>5) Eurocode 1992-1-1 en 3D CSFM - Bond model</em></p>\n<h3>Eurocode 1992-4</h3>\n<p>De karakteristieke waarden zijn ook vergeleken met Eurocode 1992-4 [6], die geïmplementeerd is in <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">IDEA StatiCa Connection</a>. Dit geeft inzicht in hoe de wapening in het betonblok het lokale gedrag van het anker beïnvloedt. Hiermee kan worden gecontroleerd op effecten zoals staalbreuk in trek en betonuitbreekkegel.</p>\n<figure data-asset-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" data-image-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56e0ddb4-bec2-4b4d-a27f-1f99e44effcc/07.png\" data-asset-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" data-image-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" alt=\"\"></figure>\n<p><em>6) a) Falen van het anker op trek; b) Uitbreken van de betonnen kegel</em></p>\n<h2>ABAQUS</h2>\n<h3>Aannames</h3>\n<p><a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html\">Concrete Damage Plasticity</a> (hierna CDP) is gebaseerd op de Drucker-Prager plasticiteitsconditie [7]. Dit model is geschikt voor materialen met interne wrijving, zoals grond of beton. De treksterkte is aanzienlijk lager dan de druksterkte en het hydrostatische deel van de spanningstensor speelt een rol in de evolutie van het plasticiteitsoppervlak. Onder algemene spanning heeft de plasticiteitstoestand het oppervlak van een roterende kegel. Het materiaalmodel voor druk- en trekspanningen houdt ook rekening met postkritisch gedrag, dat wordt gecontroleerd door de zogenaamde <em>damage</em> parameters, die waarden aannemen van nul (onbeschadigd) tot één (voor bijna-nulstijfheid van beton in druk of trek in de postkritische toestand). Hoe groter het getal van de <em>damage </em>parameter, hoe meer het element beschadigd is en niet bijdraagt aan de stijfheidsbijdrage.</p>\n<h3>Materiaal modellen</h3>\n<p>Het uni-axiale materiaalmodel in druk en trek voor beton is gebaseerd op de theorie van Thorenfeldt [8]. Alle invoergegevens zijn karakteristieke waarden die de betrouwbaarheidsbenadering van EN 1992-1-1 [5] volgen. De parameters voor het materiaalmodel van wapening en anker zijn overgenomen uit het hoofdstuk \"Experimentele beschrijving\", waarbij een lineaire verharding wordt beschouwd in de plastische tak van het diagram.</p>\n<h3>EEM-elementen</h3>\n<p>Het C3D8, of hexa-element met een lineaire basisfunctie en acht integratiepunten, werd gebruikt voor het EEM-model van beton. Het beton en de wapening bestaan uit T3D2 elementen die alleen axiale effecten overbrengen. De interactie tussen de wapening en het beton wordt geleverd door MPCs waarbij rekening wordt gehouden met trekstijfheid, wat tot op zekere hoogte het cohesiemodel dekt.</p>\n<h3>Model opbouw</h3>\n<p>Het FEA-model is ontworpen met symmetrische randvoorwaarden om de berekeningskosten te minimaliseren en de efficiëntie en snelheid van de oplossing te verbeteren. Het is belangrijk op te merken dat door het gereduceerde model de krachten op het anker een kwart van de maximale kracht zullen bereiken. De mesh is gelijkmatig verdeeld met behulp van een biasratio, die de meshgrootte van het beton consequent verkleint in de richting van de ankerlocatie. De netbreedte voor beton ligt tussen de 5 en 100 mm.</p>\n<figure data-asset-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" data-image-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb507258-c29b-4abc-bd7c-965939bfcdfe/08.png\" data-asset-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" data-image-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" alt=\"\"></figure>\n<p><em>7) Model opbouw</em></p>\n<h3>Anker</h3>\n<p>Het anker is gemodelleerd met behulp van 3D volume-elementen. Contactcohesief gedrag is gebruikt om de verbinding tussen het beton en het anker te modelleren. De oppervlakte-interactie maakt delaminatie mogelijk op basis van de lineaire elastische wet van trekscheiding voordat schade optreedt. Hard contact is gebruikt in compressie en wrijvingsloos gedrag in tangentiële bewegingen. Samenhangend gedrag in de normaal- en afschuifrichting is geïntroduceerd met behulp van volumetrische stijfheid en <em>damage </em>parameters om postkritisch gedrag weer te geven. De initiatie van postkritisch gedrag wordt uitgedrukt door maximale aanhechtspanning in de normale en afschuifrichting en breukenergie met lineaire of exponentiële verweking [7].</p>\n<figure data-asset-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" data-image-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8c810bb1-8a44-4b29-88f8-d9533f343f91/09.png\" data-asset-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" data-image-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" alt=\"\"></figure>\n<p><em>8) Cohesief contact</em></p>\n<h2>Resultaten - Anker 100 mm</h2>\n<figure data-asset-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" data-image-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/804d7639-a2a4-47f2-b8b0-6d2cc5999848/10.png\" data-asset-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" data-image-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" alt=\"\"></figure>\n<figure data-asset-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" data-image-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61567b62-8af3-439c-b8b1-4a20da9bd210/11.png\" data-asset-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" data-image-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" alt=\"\"></figure>\n<p><em>9) Input-output noodzakelijke eigenschappen voor simulatie</em></p>\n<figure data-asset-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" data-image-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cec61f81-adfb-4c88-bc1e-99e1099f4ede/12.png\" data-asset-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" data-image-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" alt=\"\"></figure>\n<p><em>10) Maximale kracht en gebruik versus experiment voor anker 100 mm</em></p>\n<figure data-asset-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" data-image-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bd9635c8-63d2-42c8-8d6b-348378f45c67/13.png\" data-asset-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" data-image-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" alt=\"\"></figure>\n<p><em>11) Belastingsvervormingscurve - vergelijking T103-100 experimentele gegevens</em></p>\n<figure data-asset-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" data-image-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0d8648d-88fc-4b5f-94ab-eba6ce276ed1/14.png\" data-asset-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" data-image-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" alt=\"\"></figure>\n<p><em>12) Belastingsvervormingscurve - T103-100 vergelijking van karakteristieke normgegevens</em></p>\n<h2>Resultaten - Anker 150 mm</h2>\n<figure data-asset-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" data-image-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b52615a4-f2bf-4f06-9753-8a8269cc93d6/15.png\" data-asset-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" data-image-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" alt=\"\"></figure>\n<figure data-asset-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" data-image-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd13fb04-aec5-485e-bca7-c6314e2742df/16.png\" data-asset-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" data-image-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" alt=\"\"></figure>\n<p><em>12) Input-output noodzakelijke eigenschappen voor simulatie</em></p>\n<figure data-asset-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" data-image-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e058ce-8c24-49f9-8871-73534be84f69/17.png\" data-asset-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" data-image-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" alt=\"\"></figure>\n<p><em>13) Maximale kracht en uitnutting versus experiment voor anker 150 mm</em></p>\n<figure data-asset-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" data-image-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7da761ce-c9a4-4134-b706-8360175152b6/18.png\" data-asset-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" data-image-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" alt=\"\"></figure>\n<p><em>14) Belastingsvervormingscurve - vergelijking T103-150 experimentele gegevens</em></p>\n<figure data-asset-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" data-image-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3812fab2-6857-4a01-9a22-a735de4a447f/19.png\" data-asset-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" data-image-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" alt=\"\"></figure>\n<p><em>15) Belastingsvervormingscurve - T103-100 vergelijking van karakteristieke normgegevens</em></p>\n<h2>Resultaten - Anker 200 mm</h2>\n<figure data-asset-id=\"03a951bf-d440-4a99-a796-3def5f476464\" data-image-id=\"03a951bf-d440-4a99-a796-3def5f476464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b31adf4a-cd86-4e05-bf27-bdb4eabf3e9d/20.png\" data-asset-id=\"03a951bf-d440-4a99-a796-3def5f476464\" data-image-id=\"03a951bf-d440-4a99-a796-3def5f476464\" alt=\"\"></figure>\n<figure data-asset-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" data-image-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/345ce74d-6b1f-4caa-95c8-8e3805edddec/21.png\" data-asset-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" data-image-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" alt=\"\"></figure>\n<p><em>16) Input-output noodzakelijke eigenschappen voor simulatie</em></p>\n<figure data-asset-id=\"697d30eb-617b-4c05-b073-4201449f779a\" data-image-id=\"697d30eb-617b-4c05-b073-4201449f779a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fbdeb33-1c2b-48f9-a3d7-cdb7d77557e4/22.png\" data-asset-id=\"697d30eb-617b-4c05-b073-4201449f779a\" data-image-id=\"697d30eb-617b-4c05-b073-4201449f779a\" alt=\"\"></figure>\n<p><em>17) Maximale kracht en uitnutting versus experiment voor anker 200 mm</em></p>\n<figure data-asset-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" data-image-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a3f8fee-48f7-47aa-9a14-d54adfbafafb/23.png\" data-asset-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" data-image-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" alt=\"\"></figure>\n<p><em>18) Belastingsvervormingscurve - vergelijking T103-200 experimentele gegevens</em></p>\n<figure data-asset-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" data-image-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7380fbf-4d0a-4a3a-815f-2adf2e2ba902/24.png\" data-asset-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" data-image-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" alt=\"\"></figure>\n<p><em>19) Belastingsvervormingscurve - T103-200 vergelijking van karakteristieke normgegevens</em></p>\n<h2>Conclusie</h2>\n<p>De experimentele validatie onderzocht met succes het gedrag van full-size ankers in een gewapend betonblok, gebruikmakend van een uitgebreide aanpak die zowel experimentele testen als numerieke modellering integreerde. Door de verankeringslengte van de ankers te variëren (100, 150, 200 mm), konden in het onderzoek verschillende faalmechanismen worden waargenomen, waaronder falen van de ankers, uitbreken van de betonnen kegel en falen van de aanhechting. De resultaten werden nauwkeurig vergeleken met voorspellingen van de CEB-FIB modelcode en Eurocodes, waardoor de veiligheid en betrouwbaarheid van de huidige ontwerpnormen voor dergelijke verankeringssystemen werden gevalideerd.</p>\n<p>Het gebruik van geavanceerde modelleringstechnieken, zoals 3D CSFM en ABAQUS simulaties met Concrete Damage Plasticity, verschafte meer inzicht in de interactie tussen beton en wapening en het gedrag van de verbinding onder quasi-statische trekbelasting. De bevindingen bevestigden de effectiviteit van de voorgestelde methoden bij het voorspellen van de ankerprestaties en benadrukten het belang van nauwkeurige materiaalmodellering en geschikte randvoorwaarden bij dergelijke simulaties.</p>\n<p>De vergelijking tussen het werkelijke gedrag dat tijdens het experiment werd waargenomen en de numerieke oplossing die met 3D CSFM en ABAQUS werd afgeleid, toont een correlatie van ongeveer 85%. Er kan worden geconcludeerd dat geen enkele numerieke oplossing de experimentele gegevens overtreft en een foutmarge van 15% ten opzichte van het experiment aanhoudt, wat als acceptabel wordt beschouwd vanuit een engineeringperspectief. Het belangrijke aspect is ook de faalmechanismen die overeenkomen, behalve voor de ankerlengte van 200 mm waar in 3D CSFM een gecombineerd falen van betonkegel en uitrekken optrad vóór het falen van de stalen staaf. Dit komt omdat in dit geval de uiterste belastingen die overeenkomen met deze twee faalmechanismen zeer dicht bij elkaar liggen.</p>\n<p>De resultaten van CEB-FIB mode code 2020 en Eurocode 1992-1-1 komen overeen met de experimentele resultaten binnen een bereik van 30-40%. Dit geeft aan dat de in de code gebruikte benadering de veiligheid garandeert. Het is belangrijk om op te merken dat de verkregen waarden karakteristieke waarden zijn en geen ontwerpwaarden, dus de werkelijke ontwerpsterkte is nog lager.</p>\n<p><strong>De bevindingen van het rapport moeten de ingenieurs duidelijk maken dat de 3D CSFM methode veilige resultaten oplevert in overeenstemming met Eurocode 1992-1-1[5], en resulteert in een conservatief ontwerp dat is geïntegreerd in de norm zelf.</strong></p>\n<p>Over het geheel genomen draagt dit onderzoek bij aan waardevolle gegevens voor het verbeteren van verankeringsontwerppraktijken en biedt het bewijs dat kan worden gebruikt om bestaande normen te verfijnen en ervoor te zorgen dat veiligheidsmarges voldoende worden gehandhaafd bij toepassingen in de praktijk. De experimentele resultaten, gecombineerd met theoretische en numerieke analyses, bieden een robuust kader voor het begrijpen van de complexe interacties in verankerde systemen, wat uiteindelijk leidt tot veilige en efficiënte constructieve ontwerpen.</p>\n<h3>Referenties</h3>\n<p>[1]Delhomme, F. & Roure, Thierry & Arrieta, Benjamin & Limam, Ali. (2015). Pullout behavior of cast-in-place headed and bonded anchors with different embedment depths. Materials and Structures. 49. 10.1617/s11527-015-0616-4.</p>\n<p>[2] \"IDEA StatiCa Detail - Structural Design of Concrete 3D Discontinuities (BETA).\" <em>IDEA StatiCa Support Center</em>, 2023. <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities-beta\">https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities-beta</a></p>\n<p>[3<strong>]International Federation for Structural Concrete (fib).</strong> <em>fib Modelcode 2020 voor betonconstructies</em>. Berlijn: Ernst & Sohn, 2021.</p>\n<p>[4] ABAQUS Standaard Gebruikershandleiding, versie 6.6*. Washington University in St. Louis, 2006.<a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm](https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm).\">[https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm]</a></p>\n<p>[5] <strong>Europees Comité voor Normalisatie (CEN).</strong> <em>EN 1992-1-1:2004: Eurocode 2 - Ontwerp van betonconstructies - Deel 1-1: Algemene regels en regels voor gebouwen</em>. December 2004. <a href=\"https://www.phd.eng.br/wp-content/uploads/2015/12/en.1992.1.1.2004.pdf\">https://www.phd.eng.br/wp-content/uploads/2015/12/en.1992.1.1.2004.pdf.</a></p>\n<p>[6] <strong>Europees Comité voor Normalisatie (CEN).</strong> <em>EN 1992-4:2018: Eurocode 2 - Ontwerp van betonconstructies - Deel 4: Ontwerp van bevestigingsmiddelen voor gebruik in beton</em>. Brussel: CEN, april 2018</p>\n<p>[7<strong>]ABAQUS, Inc.</strong> <em>ABAQUS User Subroutines Reference Manual, versie 6.6</em>. Washington University in St. Louis, 2006. <a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html\">https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html.</a></p>\n<p>[8] Massone, L. M.; et al. Shear-Flexure Interaction for Structural Walls, 2006. ResearchGate. https://www. <a href=\"https://www.researchgate.net/publication/284079633_Shear-flexure_interaction_for_structural_walls\">researchgate.net/publication/284079633_Shear-flexure_interaction_for_structural_walls</a> (bekeken op 01 jan 2006).</p>"
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}Bekende beperkingen
Aangezien Detail slechts een hulpmiddel is en geen technisch oordeel kan vervangen, is een goed begrip van de functies, voordelen en beperkingen noodzakelijk. Lees de volgende beperkingen, waarmee rekening moet worden gehouden:
- In Detail worden de ankers alleen gecontroleerd op treksterkte. Het is noodzakelijk om Connection te gebruiken voor afschuif- en interactiecontroles.
- Alleen modellen die verankerd zijn via de grondplaat en alleen Direct contact kunnen worden geïmporteerd naar Detail (vanuit Connection).
Voor een volledige lijst van beperkingen met verdere uitleg, zie het artikel: Bekende beperkingen voor 3D Detail
Vrijgegeven in IDEA StatiCa versie 24.1