{"id":196497,"date":"2021-11-02T04:22:19","date_gmt":"2021-11-02T04:22:19","guid":{"rendered":"\/forum\/forums\/reply\/196497\/"},"modified":"2021-11-02T04:22:19","modified_gmt":"2021-11-02T04:22:19","slug":"196497","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/196497\/","title":{"rendered":"Reply To: Can any one tell me which Material model has to be used for the plastic material &#8221; Nylon 6\/6&#8243;&#8230;.?"},"content":{"rendered":"<p>Hi Mr. Ram<br \/>\nThankyou for reply Mr. Ram.<br \/>\nFollowing are  the details of the analysis.<br \/>\n1. Structural Analysis, specifically static structural analysis where a beam is subjected  to 3 point bending. <br \/>\nI need to compare the max deflection that will occur while using isotropic behaviour of nylon 6\/6 (which i have already done) and  non linear behaviour of Nylon6\/6. I have referred few literatures and they use non-linear visco-elastic material and the model is assumed to have large deformations, and the constitutive model is based on the Prony series.<br \/>\nWhat is your suggestion regarding the same&#8230;&#8230;.?<\/p>\n","protected":false},"template":"","class_list":["post-196497","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/196497","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\/196497\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=196497"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}