Hii,<\/p>\n
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
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":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["61794","88"],"_bbp_author_ip":["23.216.133.166"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["187"],"_bbp_topic_status":["unanswered"],"_bbp_topic_id":["365930"],"_bbp_forum_id":["27791"],"_bbp_engagement":["88","61794"],"_bbp_voice_count":["2"],"_bbp_reply_count":["4"],"_bbp_last_reply_id":["366390"],"_bbp_last_active_id":["366390"],"_bbp_last_active_time":["2024-05-10 08:17:34"]},"test":"hfarg001fiu-edu"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/365930","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/365930\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=365930"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}