{"id":44201,"date":"2020-05-20T13:12:45","date_gmt":"2020-05-20T13:12:45","guid":{"rendered":"\/forum\/forums\/topic\/thin-walled\/"},"modified":"2020-05-20T13:12:45","modified_gmt":"2020-05-20T13:12:45","slug":"thin-walled","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/thin-walled\/","title":{"rendered":"Thin-walled"},"content":{"rendered":"<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">Hello,<\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">I have a thin-walled sample. I need to apply pressure and I&#8217;m new to ansys. There are results from the experiments and I have to compare them with the results in ansys. The deformation comes out too much and I don&#8217;t understand what the problem is. At the same time, what do I need to do to achieve step-by-step stress and strain values? I would be glad if you could help.<\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><img decoding=\"async\" style=\"box-sizing: border-box; border: 0px; vertical-align: middle; max-width: 100%;\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/255b1a9f-3805-424c-8b93-abbc01064bc2\/e43b88a0-4ffc-4a21-8255-abbc016e4215_test-model.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><img decoding=\"async\" style=\"box-sizing: border-box; border: 0px; vertical-align: middle; max-width: 100%;\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/255b1a9f-3805-424c-8b93-abbc01064bc2\/825f6765-bd9c-4190-b903-abbc016e5463_test-mechanism.jpg?width=690&amp;upscale=false\" alt=\"\"><img decoding=\"async\" style=\"box-sizing: border-box; border: 0px; vertical-align: middle; max-width: 100%;\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/255b1a9f-3805-424c-8b93-abbc01064bc2\/e1fd2dbd-5adf-4d51-83ce-abbc016e61d7_experimental-data.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">I have test datas like a load. How can I analyze this problem and how can I do this step by step? I have to create like upper graphic.<\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; overflow-x: hidden;\"><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><span style=\"font-size: 15px;\">I want to study the behavior of my material at any pressure.<\/span><\/span><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; overflow-x: hidden;\"><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><span style=\"font-size: 15px;\">But it is deformed linearly.<\/span><\/span><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; overflow-x: hidden;\"><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><span style=\"font-size: 15px;\">My material must be steel and flowing.<\/span><\/span><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; overflow-x: hidden;\"><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><span style=\"font-size: 15px;\">When I do non-linear analysis, I encounter a problem.<\/span><\/span><\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; overflow-x: hidden;\"><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif;\"><span style=\"font-size: 15px;\"><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/255b1a9f-3805-424c-8b93-abbc01064bc2\/8037eaf1-4672-4b1a-8d36-abc100d8fe6a_problem.jpg?width=690&amp;upscale=false\" alt=\"\"><\/span><\/span><\/p>\n","protected":false},"template":"","class_list":["post-44201","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["16382"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0"],"_btv_view_count":["2286"],"_bbp_subscription":["251413"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["44201"],"_bbp_forum_id":["27791"],"_bbp_engagement":["22","177261"],"_bbp_voice_count":["2"],"_bbp_reply_count":["21"],"_bbp_last_reply_id":["126362"],"_bbp_last_active_id":["126362"],"_bbp_last_active_time":["2020-09-07 04:34:49"]},"test":"oguzhana"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/44201","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\/44201\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=44201"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}