{"id":365387,"date":"2024-05-03T11:17:22","date_gmt":"2024-05-03T11:17:22","guid":{"rendered":"\/forum\/forums\/reply\/365387\/"},"modified":"2024-05-03T11:17:22","modified_gmt":"2024-05-03T11:17:22","slug":"365387","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/365387\/","title":{"rendered":"Reply To: How can solve x=K\\F in MATLAB using stiffness matrix from APDL?"},"content":{"rendered":"<p>&lt;p&gt;Hi,&lt;\/p&gt;&lt;p&gt;Please see if the following post helps: <a href=\"\/forum\/forums\/topic\/update-of-the-stiffness-matrix-by-the-newton-raphson-method\/\">Update of the stiffness matrix by the Newton Raphson method (ansys.com)<\/a>&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-365387","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/365387","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\/365387\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=365387"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}