


{"id":308056,"date":"2023-09-22T10:16:26","date_gmt":"2023-09-22T10:16:26","guid":{"rendered":"\/forum\/forums\/topic\/hyperelasticity-model\/"},"modified":"2023-09-22T10:16:26","modified_gmt":"2023-09-22T10:16:26","slug":"hyperelasticity-model","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/hyperelasticity-model\/","title":{"rendered":"Hyperelasticity Model"},"content":{"rendered":"<p class=\"MsoNormal\"><span lang=\"EN-GB\">Good afternoon every one. <\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">I am working on a FE model in which I would like to reproduce a tensile test of the specimen reported in Figure 1. The material is hyperelastic and the experimental data that I have are the tension and compression test (points of Figure 2). I have settled the material model considering Mooney-Rivlin 9 parameters and the results of the calibration are shown in Figure 2 (it seems that the curve fit follow well the experimental data). <\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377700-Fig1.png\" width=\"370\" height=\"221\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span style=\"color: windowtext\">Figure 1 &ndash; Fe model<\/span><\/p>\n<p class=\"MsoNormal\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377717-Fig2.png\" width=\"642\" height=\"215\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span style=\"color: windowtext\">Figure 2 &ndash; Material model<\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">The model is composed by solid element (Solid185). The specimen has been fixed at one section and a force of 100 N has been applied in the other section (figure 3). <\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377727-Fig3.png\" width=\"345\" height=\"236\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\" style=\"color: windowtext\">Figure 3 &ndash; Load and constraint<\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\">&nbsp;<\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">The problem is that the solution does not converge (Force criteria is not satisfied . Figure 4) and the errors are reported in figure 5. It seems like there is a lot of element distortion but, as shown in figure 6 and figure 7 (Von Mises and strain plot of the last convergence step) it not seems that there is distortion of those elements. <\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377738-Fig4.png\" width=\"643\" height=\"305\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\" style=\"color: windowtext\">Figure 4 &ndash; Force convergence plot<\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377751-Fig5.png\" width=\"499\" height=\"389\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\" style=\"color: windowtext\">Figure 5 &ndash; Errors <\/span><\/p>\n<p class=\"MsoNormal\" style=\"text-align: center\" align=\"center\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377762-Fig6.png\" width=\"566\" height=\"317\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\" style=\"color: windowtext\">Figure 6 &ndash; Von Mises stress<\/span><\/p>\n<p class=\"MsoNormal\"><span><!-- [if gte vml 1]&gt;--><\/p>\n<p><!-- [if !vml]--><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/09\/22-09-2023-1695377770-Fig7.png\" width=\"621\" height=\"328\"><!--[endif]--><\/span><\/p>\n<p class=\"MsoCaption\" style=\"text-align: center\" align=\"center\"><span lang=\"EN-GB\" style=\"color: windowtext\">Figure 7 &ndash; Normal elastic strain<\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">I tried to understand what could be the problem but I don&rsquo;t find any solution. I really appreciate any suggestion. <\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">Thank you <\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-GB\">&nbsp;<\/span><\/p>\n","protected":false},"template":"","class_list":["post-308056","topic","type-topic","status-closed","hentry","topic-tag-hyperplastic","topic-tag-structures"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["260444","275204","296140"],"_bbp_author_ip":["96.7.218.223"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["539"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["308056"],"_bbp_forum_id":["27791"],"_bbp_engagement":["260444","275204","296140"],"_bbp_voice_count":["3"],"_bbp_reply_count":["3"],"_bbp_last_reply_id":["312843"],"_bbp_last_active_id":["312843"],"_bbp_last_active_time":["2023-10-23 13:24:50"]},"test":"giuliodalbello1997gmail-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/308056","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\/308056\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=308056"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}