{"id":361148,"date":"2024-04-08T15:33:19","date_gmt":"2024-04-08T15:33:19","guid":{"rendered":"\/forum\/forums\/reply\/361148\/"},"modified":"2024-04-08T15:33:19","modified_gmt":"2024-04-08T15:33:19","slug":"361148","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/361148\/","title":{"rendered":"Reply To: 2D Quadrilateral Element"},"content":{"rendered":"<p>&lt;p&gt;Perhaps the Ansys element is using &#8220;enhanced strain&#8221; which makes the element more flexible in bending.&nbsp; If so, try turning that off and see if the displacements match.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-361148","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/361148","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\/361148\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=361148"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}