{"id":301324,"date":"2023-08-14T11:39:45","date_gmt":"2023-08-14T11:39:45","guid":{"rendered":"\/forum\/forums\/reply\/301324\/"},"modified":"2023-08-14T11:39:45","modified_gmt":"2023-08-14T11:39:45","slug":"301324","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/301324\/","title":{"rendered":"Reply To: Cam Clay"},"content":{"rendered":"<p>&lt;p&gt;How did you validate your material properties? Can you get a simpler 4 element test model to converge, without any other types of elements present (i.e. shells and contacts).&nbsp; Can you get the same simple test model to produce same error message under tension and\/or shear loading?&nbsp; Is the element being called out in the error message going into tension perhaps?&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-301324","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/301324","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/301324\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=301324"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}