{"id":373255,"date":"2024-07-23T14:00:03","date_gmt":"2024-07-23T14:00:03","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/373255\/"},"modified":"2024-07-23T14:00:03","modified_gmt":"2024-07-23T14:00:03","slug":"373255","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/373255\/","title":{"rendered":"Reply To: Simulations of forces in a steel bend restrictor"},"content":{"rendered":"<p>&lt;p&gt;Hi,&nbsp;&lt;br&gt;Thank you so much for your answer,&nbsp;&lt;br&gt;&lt;br&gt;After both moving it in CAD and adding a damping factor, and making my contacts frictionless, my solution converged.&nbsp;&lt;br&gt;&lt;br&gt;The structure was loaded with a moment on the faces furthest away from the &#8220;wall&#8221;.&nbsp;&lt;br&gt;&lt;br&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/07\/23-07-2024-1721743150-mceclip0.png\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-373255","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/373255","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\/373255\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=373255"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}