{"id":361188,"date":"2024-04-08T18:58:16","date_gmt":"2024-04-08T18:58:16","guid":{"rendered":"\/forum\/forums\/topic\/convergence-criteria-3\/"},"modified":"2024-04-10T09:40:19","modified_gmt":"2024-04-10T09:40:19","slug":"convergence-criteria-3","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/convergence-criteria-3\/","title":{"rendered":"Use only displacement(U) as a convergence criteria Structural Static APDL"},"content":{"rendered":"<p>I am trying to perform an&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/structural\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#structural<\/span><\/a>&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/static\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#static<\/span><\/a>&nbsp;analysis in&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/mechanical\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#mechanical<\/span><\/a>&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/apdl\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#apdl<\/span><\/a>&nbsp;using only&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/displecement\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#displecement<\/span><\/a>&nbsp;as&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/convergence\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#convergence<\/span><\/a>&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/criteria\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#criteria<\/span><\/a>, but the program automatically uses&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/force\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#force<\/span><\/a>&nbsp;and&nbsp;<a href=\"https:\/\/community.ansys.com\/?hashtag\/moment\/\" target=\"_blank\" rel=\"noopener\"><span class=\"ps-stream-hashtag\">#moment<\/span><\/a> for convergence, is there a way to stop this?<\/p>\n<p>&nbsp;<\/p>\n<p><img decoding=\"async\" src=\"https:\/\/community.ansys.com\/wp-content\/peepso\/users\/61338\/photos\/thumbs\/a0ca694d931e182d11ccf7d9c97447ea_l.jpg\"><\/p>\n<p>&nbsp;<\/p>\n<p>I saw that in Workbench is possible to disable Force and moment in the Analysis Setting, but I cant find in Mechanical APDL.<\/p>\n","protected":false},"template":"","class_list":["post-361188","topic","type-topic","status-closed","hentry","topic-tag-ansys-apdl","topic-tag-ansys-mechanical-apdl","topic-tag-displacement-solution","topic-tag-structural-analysys-1"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["343208","49095"],"_bbp_author_ip":["23.206.193.146"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["451"],"_bbp_topic_status":["unanswered"],"_edit_lock":["1712741749:295113"],"_bbp_topic_id":["361188"],"_bbp_forum_id":["27791"],"_bbp_engagement":["49095","343208"],"_bbp_voice_count":["2"],"_bbp_reply_count":["3"],"_bbp_last_reply_id":["361548"],"_bbp_last_active_id":["361548"],"_bbp_last_active_time":["2024-04-10 14:16:44"]},"test":"a57032alunos-ipb-pt"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/361188","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":1,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/361188\/revisions"}],"predecessor-version":[{"id":361474,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/361188\/revisions\/361474"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=361188"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}