{"id":355876,"date":"2024-03-07T12:28:17","date_gmt":"2024-03-07T12:28:17","guid":{"rendered":"\/forum\/forums\/reply\/355876\/"},"modified":"2024-03-07T12:28:17","modified_gmt":"2024-03-07T12:28:17","slug":"355876","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/355876\/","title":{"rendered":"Reply To: Transient Structural Analysis of a rope with retaining ring and hanging ring"},"content":{"rendered":"<p>&lt;p&gt;Hi Marco,&lt;\/p&gt;&lt;p&gt;As per the error message, it looks like you are facing an element distortion issue and you terminated it. Try to run completely by requesting Newton-Raphson residuals and element violations. Can you share how load is applied for the condition when it fails? Also, how did you model the rope?&lt;\/p&gt;&lt;p&gt;<img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/07-03-2024-1709811505-mceclip0.png\" width=\"287\" height=\"172\" \/>&lt;\/p&gt;&lt;p&gt;Thanks,&lt;\/p&gt;&lt;p&gt;Akshay Maniyar&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-355876","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/355876","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\/355876\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=355876"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}