{"id":389899,"date":"2024-10-16T04:27:30","date_gmt":"2024-10-16T04:27:30","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/"},"modified":"2024-10-16T04:31:04","modified_gmt":"2024-10-16T04:31:04","slug":"non-linear-analysis-4","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/","title":{"rendered":"Non-linear Analysis"},"content":{"rendered":"<p>&lt;p&gt;<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729052983-Screenshot 2024-10-16 001637.png\" alt=\"\" width=\"515\" height=\"78\" \/>&lt;\/p&gt;&lt;p&gt;Hi,&lt;\/p&gt;&lt;p&gt;I am using microplane model with rienforcement option in workbench. The way I create the model is by create geometry in cad and then import it inside Spaceclailm. I do extract the rebars and model it as linear plastic behaviour. Amyway, when I do linear analysis I do not see any warning inside the solver outpot. When I include the microplane model I keep getting this warning. Could anyone help me or provide an advice of how I can remove this warnning.&lt;\/p&gt;&lt;p&gt;Also, I keep getting small displacement at the peak where displacement should be much bigger at that piont. What are the factors that really can change the displacement values inside the microplane model. I hope can hear from someone about these subjects.&lt;\/p&gt;&lt;p&gt;Thank you!&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-389899","topic","type-topic","status-publish","hentry","topic-tag-concrete-non-linear","topic-tag-nonlinear-analysis","topic-tag-reinforced-concrete","topic-tag-structural-mechanics","topic-tag-structures"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hi,I am using microplane model with rienforcement option in workbench. The way I create the model is by create geometry in cad and then import it inside Spaceclailm. I do extract the rebars and model it as linear plastic behaviour. 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The way I create the model is by create geometry in cad and then import it inside Spaceclailm. I do extract the rebars and model it as linear plastic behaviour. Amyway, when I do linear analysis I do not see any warning inside the solver","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/#breadcrumblist","itemListElement":[{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","position":1,"name":"Home","item":"https:\/\/innovationspace.ansys.com\/forum","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","position":2,"name":"Topics","item":"https:\/\/innovationspace.ansys.com\/forum\/topics\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/structural-mechanics\/#listItem","name":"structural-mechanics"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/structural-mechanics\/#listItem","position":3,"name":"structural-mechanics","item":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/structural-mechanics\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/#listItem","name":"Non-linear Analysis"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/#listItem","position":4,"name":"Non-linear Analysis","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/structural-mechanics\/#listItem","name":"structural-mechanics"}}]},{"@type":"Organization","@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization","name":"Ansys Learning Forum","description":"Ansys Innovation Space","url":"https:\/\/innovationspace.ansys.com\/forum\/"},{"@type":"WebPage","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/non-linear-analysis-4\/","name":"Non-linear Analysis | Ansys Learning Forum","description":"Hi,I am using microplane model with rienforcement option in workbench. The way I create the model is by create geometry in cad and then import it inside Spaceclailm. I do extract the rebars and model it as linear plastic behaviour. 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