{"id":365930,"date":"2024-05-07T18:21:59","date_gmt":"2024-05-07T18:21:59","guid":{"rendered":"\/forum\/forums\/topic\/rc-concrete\/"},"modified":"2024-05-07T18:21:59","modified_gmt":"2024-05-07T18:21:59","slug":"rc-concrete","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/rc-concrete\/","title":{"rendered":"RC Concrete"},"content":{"rendered":"<p>Hii,<\/p>\n<p>I am trying to model RC Concrete columns with different materials. I used MW model to define UHPC, ECC, and Normal concrete with exponential softening. For mild steel, I used the reinforcement option with the bi-linear model. The boundary conditions are well defined. Anyway, the model has problem with converging from the beginning with indicating that material solution has failed for some elements at a very small displacement. Can anyone please help me with this issue?<\/p>\n<p>That is my email in case: husam.farghal1@gmail.com<\/p>\n","protected":false},"template":"","class_list":["post-365930","topic","type-topic","status-closed","hentry","topic-tag-ansysworkbench-ansys-staticstructural","topic-tag-static-structural","topic-tag-structural","topic-tag-workbench"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hii,I am trying to model RC Concrete columns with different materials. I used MW model to define UHPC, ECC, and Normal concrete with exponential softening. For mild steel, I used the reinforcement option with the bi-linear model. The boundary conditions are well defined. 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