{"id":387598,"date":"2024-10-01T07:12:57","date_gmt":"2024-10-01T07:12:57","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/387598\/"},"modified":"2024-10-01T07:12:57","modified_gmt":"2024-10-01T07:12:57","slug":"387598","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/387598\/","title":{"rendered":"Reply To: singularities in model with connected beam and shell elements"},"content":{"rendered":"<p>&lt;p&gt;Hi Miguel,&lt;\/p&gt;&lt;p&gt;Thanks for posting your query here. I checked the images you had shared and it seems that it might be singularity. One component of the bending load is acting inplane which is compressing the plane.&lt;\/p&gt;&lt;p&gt;If the stress changes with mesh and even location may change then it represents that stress is not converged. At singularity you cannot have a converged stress.&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/01-10-2024-1727766647-mceclip0.png\" \/>&lt;\/p&gt;&lt;p&gt;Regards,&lt;\/p&gt;&lt;p&gt;Ashish Khemka&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-387598","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/387598","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\/387598\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=387598"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}