{"id":48353,"date":"2020-09-23T07:59:50","date_gmt":"2020-09-23T07:59:50","guid":{"rendered":"\/forum\/forums\/topic\/getting-large-maximum-principal-stress-in-my-bar-exceeds-the-yield-limit\/"},"modified":"2020-09-23T07:59:50","modified_gmt":"2020-09-23T07:59:50","slug":"getting-large-maximum-principal-stress-in-my-bar-exceeds-the-yield-limit","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/getting-large-maximum-principal-stress-in-my-bar-exceeds-the-yield-limit\/","title":{"rendered":"Getting large maximum principal stress in my bar (Exceeds the yield limit)"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>Hi, <\/p>\n<p>I am doing a bond test with the rebar and concrete. When I apply 5mm of displacement on the rebar (over 200-300 substeps), I get the following result for the maximum principal stress:<\/p>\n<div class=\"embedExternal embedImage\">\n<div class=\"embedExternal-content\">\n<a class=\"embedImage-link\" href=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/JIVCYQSYRJDF\/image.png\" rel=\"nofollow noopener\" target=\"_blank\"><br \/>\n<img decoding=\"async\" class=\"embedImage-img\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/JIVCYQSYRJDF\/image.png\" alt=\"image.png\" \/><br \/>\n<\/a><\/p>\n","protected":false},"template":"","class_list":["post-48353","topic","type-topic","status-closed","hentry","topic-tag-bond-slip-behaviour","topic-tag-concrete","topic-tag-reinforced-concrete"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["20573"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":["?^3\u0017"],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0"],"_btv_view_count":["880"],"_bbp_subscription":["254782"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["48353"],"_bbp_forum_id":["27791"],"_bbp_engagement":["81","88","180667"],"_bbp_voice_count":["3"],"_bbp_reply_count":["10"],"_bbp_last_reply_id":["129628"],"_bbp_last_active_id":["129628"],"_bbp_last_active_time":["2020-10-13 07:59:53"]},"test":"to2020"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/48353","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\/48353\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=48353"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}