


{"id":293238,"date":"2023-07-16T05:24:47","date_gmt":"2023-07-16T05:24:47","guid":{"rendered":"\/forum\/forums\/topic\/convergence-issues-in-hyperelastic-material-non-linear-structural-analysis\/"},"modified":"2023-07-16T05:32:00","modified_gmt":"2023-07-16T05:32:00","slug":"convergence-issues-in-hyperelastic-material-non-linear-structural-analysis","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/convergence-issues-in-hyperelastic-material-non-linear-structural-analysis\/","title":{"rendered":"Convergence Issues in Hyperelastic Material &#8211; Non linear Structural Analysis"},"content":{"rendered":"<p>I am doing a uniaxial tensile test of a hyperelastic sample (60mm*50mm*1mm), one with a notch and another without a notch. The uniaxial tension for a notched sample is not converging (for an un-notched sample it converged easily), I am using SOLID 285, pure tetrahedral mesh, large deformations on, quasi-static on, used steps and substeps for slow loading, fine mesh at the tip of crack &amp; followed the videos and other suggestions by Ansys, however, I am getting high elemental distortion error.&nbsp;<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/07\/16-07-2023-1689484329-mceclip0.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/07\/16-07-2023-1689484329-mceclip0.png\"><\/a><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/07\/16-07-2023-1689484984-mceclip1.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/07\/16-07-2023-1689484984-mceclip1.png\"><\/a><\/p>\n<p>The above image shows the close-up image at the notch tip and the high distorting elements&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-293238","topic","type-topic","status-closed","hentry","topic-tag-ansys-mechanical","topic-tag-convergence-problem-1","topic-tag-hyper-elastic","topic-tag-non-linear-material"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["289434","240"],"_bbp_author_ip":["23.220.96.181"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["2084"],"_edit_lock":["1689487571:224207"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["293238"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","289434"],"_bbp_voice_count":["2"],"_bbp_reply_count":["19"],"_bbp_last_reply_id":["294367"],"_bbp_last_active_id":["294367"],"_bbp_last_active_time":["2023-07-22 11:33:30"]},"test":"dhanush9student-ubc-ca"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/293238","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\/293238\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=293238"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}