{"id":295680,"date":"2023-07-31T14:39:52","date_gmt":"2023-07-31T14:39:52","guid":{"rendered":"\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/"},"modified":"2023-07-31T14:39:52","modified_gmt":"2023-07-31T14:39:52","slug":"the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/","title":{"rendered":"the stiffness matrix of a beam element do not match with the computed result"},"content":{"rendered":"<p><span lang=\"EN-US\">this are apdl commands<\/span>\uff1a<\/p>\n<p><span lang=\"EN-US\">finish<br \/>\/clear<br \/>\/PREP7<\/span><\/p>\n<p><span lang=\"EN-US\">\/NUMBER,-1<br \/>\/VIEW,1,1,1,1<br \/>\/ANG,1<\/span><\/p>\n<p><span lang=\"EN-US\">ET,1,BEAM188 ! BEAM<br \/>SECTYPE,1,BEAM,CSOLID<br \/>SECDATA,0.005<br \/>MP,EX ,1,6.9E10<br \/>MP,PRXY,1,0.3<br \/>MP,DENS,1,2700<\/span><\/p>\n<p><span lang=\"EN-US\">zl=1<\/span><\/p>\n<p><span lang=\"EN-US\">N,1,-1*zl,0,0<br \/>N,2,0,0,0<\/span><\/p>\n<p><span lang=\"EN-US\">TYPE,1<br \/>secnum,1<br \/>MAT,1<br \/>E,1,2<\/span><\/p>\n<p><span lang=\"EN-US\">\/SOLU<br \/>ANTYPE,2<br \/>MODOPT,LANB,10<br \/>MXPAND,10,,,0<br \/>SOLVE<\/span><\/p>\n<p><span lang=\"EN-US\">\/AUX2<br \/>FILE,file,full<br \/>HBMAT,stiff,txt,,ascii,stiff,yes,yes<br \/>HBMAT,mass,txt,,ascii,mass,yes,yes<\/span><\/p>\n<p><span lang=\"EN-US\">The exported stiffness matrix is shown in the following diagram<\/span>\uff1a<\/p>\n<p>ansysstiffness\uff1a<\/p>\n<p><img decoding=\"async\" src=\"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png\" alt=\"\"><\/p>\n<p>The stiffness matrix is calculated as&nbsp;<\/p>\n<p><img decoding=\"async\" src=\"https:\/\/img1.imgtp.com\/2023\/07\/31\/GjOFU2aD.png\"><\/p>\n<p>The calculation result of ansysstiffness(2,2) does not match the formula<\/p>\n<p>i do not know why!<\/p>\n<p>thank you very much;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-295680","topic","type-topic","status-closed","hentry","topic-tag-apdl","topic-tag-mechanical"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/\" \/>\n\t\t<meta property=\"og:image\" content=\"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png\" \/>\n\t\t<meta property=\"og:image:secure_url\" content=\"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2023-07-31T14:39:52+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2023-07-31T14:39:52+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;\" \/>\n\t\t<meta name=\"twitter:image\" content=\"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"position\":2,\"name\":\"Topics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/mechanical\\\/#listItem\",\"name\":\"mechanical\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/mechanical\\\/#listItem\",\"position\":3,\"name\":\"mechanical\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/mechanical\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/#listItem\",\"name\":\"the stiffness matrix of a beam element do not match with the computed result\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/#listItem\",\"position\":4,\"name\":\"the stiffness matrix of a beam element do not match with the computed result\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/mechanical\\\/#listItem\",\"name\":\"mechanical\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/\",\"name\":\"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum\",\"description\":\"this are apdl commands\\uff1afinish\\\/clear\\\/PREP7\\\/NUMBER,-1\\\/VIEW,1,1,1,1\\\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\\\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\\\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\\uff1aansysstiffness\\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\\\/#breadcrumblist\"},\"datePublished\":\"2023-07-31T14:39:52+00:00\",\"dateModified\":\"2023-07-31T14:39:52+00:00\"},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"inLanguage\":\"en-US\",\"publisher\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\"}}]}\n\t\t<\/script>\n\t\t<!-- All in One SEO -->\n\n","aioseo_head_json":{"title":"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum","description":"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/#breadcrumblist","itemListElement":[{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","position":1,"name":"Home","item":"https:\/\/innovationspace.ansys.com\/forum","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","position":2,"name":"Topics","item":"https:\/\/innovationspace.ansys.com\/forum\/topics\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/#listItem","name":"mechanical"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/#listItem","position":3,"name":"mechanical","item":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/#listItem","name":"the stiffness matrix of a beam element do not match with the computed result"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/#listItem","position":4,"name":"the stiffness matrix of a beam element do not match with the computed result","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/#listItem","name":"mechanical"}}]},{"@type":"Organization","@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization","name":"Ansys Learning Forum","description":"Ansys Innovation Space","url":"https:\/\/innovationspace.ansys.com\/forum\/"},{"@type":"WebPage","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/","name":"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum","description":"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/#breadcrumblist"},"datePublished":"2023-07-31T14:39:52+00:00","dateModified":"2023-07-31T14:39:52+00:00"},{"@type":"WebSite","@id":"https:\/\/innovationspace.ansys.com\/forum\/#website","url":"https:\/\/innovationspace.ansys.com\/forum\/","name":"Ansys Learning Forum","description":"Ansys Innovation Space","inLanguage":"en-US","publisher":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization"}}]},"og:locale":"en_US","og:site_name":"Ansys Learning Forum | Ansys Innovation Space","og:type":"article","og:title":"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum","og:description":"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/","og:image":"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png","og:image:secure_url":"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png","article:published_time":"2023-07-31T14:39:52+00:00","article:modified_time":"2023-07-31T14:39:52+00:00","twitter:card":"summary_large_image","twitter:title":"the stiffness matrix of a beam element do not match with the computed result | Ansys Learning Forum","twitter:description":"this are apdl commands\uff1afinish\/clear\/PREP7\/NUMBER,-1\/VIEW,1,1,1,1\/ANG,1ET,1,BEAM188 ! BEAMSECTYPE,1,BEAM,CSOLIDSECDATA,0.005MP,EX ,1,6.9E10MP,PRXY,1,0.3MP,DENS,1,2700zl=1N,1,-1*zl,0,0N,2,0,0,0TYPE,1secnum,1MAT,1E,1,2\/SOLUANTYPE,2MODOPT,LANB,10MXPAND,10,,,0SOLVE\/AUX2FILE,file,fullHBMAT,stiff,txt,,ascii,stiff,yes,yesHBMAT,mass,txt,,ascii,mass,yes,yesThe exported stiffness matrix is shown in the following diagram\uff1aansysstiffness\uff1aThe stiffness matrix is calculated as The calculation result of ansysstiffness(2,2) does not match the formulai do not know why!thank you very much;","twitter:image":"https:\/\/img1.imgtp.com\/2023\/07\/31\/H4JLeTPS.png"},"aioseo_meta_data":{"post_id":"295680","title":null,"description":null,"keywords":null,"keyphrases":null,"primary_term":null,"canonical_url":null,"og_title":null,"og_description":null,"og_object_type":"default","og_image_type":"content","og_image_url":null,"og_image_width":null,"og_image_height":null,"og_image_custom_url":null,"og_image_custom_fields":null,"og_video":null,"og_custom_url":null,"og_article_section":null,"og_article_tags":null,"twitter_use_og":true,"twitter_card":"default","twitter_image_type":"default","twitter_image_url":null,"twitter_image_custom_url":null,"twitter_image_custom_fields":null,"twitter_title":null,"twitter_description":null,"schema":{"blockGraphs":[],"customGraphs":[],"default":{"data":{"Article":[],"Course":[],"Dataset":[],"FAQPage":[],"Movie":[],"Person":[],"Product":[],"ProductReview":[],"Car":[],"Recipe":[],"Service":[],"SoftwareApplication":[],"WebPage":[]},"graphName":"","isEnabled":true},"graphs":[]},"schema_type":"default","schema_type_options":null,"pillar_content":false,"robots_default":true,"robots_noindex":false,"robots_noarchive":false,"robots_nosnippet":false,"robots_nofollow":false,"robots_noimageindex":false,"robots_noodp":false,"robots_notranslate":false,"robots_max_snippet":null,"robots_max_videopreview":null,"robots_max_imagepreview":"large","priority":null,"frequency":null,"local_seo":null,"limit_modified_date":false,"created":"2024-10-28 17:56:20","updated":"2024-10-28 17:56:20","ai":null,"breadcrumb_settings":null,"seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\" title=\"Home\">Home<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\/topics\/\" title=\"Topics\">Topics<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/\" title=\"mechanical\">mechanical<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tthe stiffness matrix of a beam element do not match with the computed result\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Topics","link":"https:\/\/innovationspace.ansys.com\/forum\/topics\/"},{"label":"mechanical","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/mechanical\/"},{"label":"the stiffness matrix of a beam element do not match with the computed result","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/the-stiffness-matrix-of-a-beam-element-do-not-match-with-the-computed-result\/"}],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["252522","18229"],"_bbp_author_ip":["96.7.218.215"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["386"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["295680"],"_bbp_forum_id":["27791"],"_bbp_engagement":["18229","252522"],"_bbp_voice_count":["2"],"_bbp_reply_count":["1"],"_bbp_last_reply_id":["295939"],"_bbp_last_active_id":["295939"],"_bbp_last_active_time":["2023-08-01 14:36:23"]},"test":"719298810qq-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/295680","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":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/295680\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=295680"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}