{"id":315266,"date":"2023-11-07T14:30:51","date_gmt":"2023-11-07T14:30:51","guid":{"rendered":"\/forum\/forums\/topic\/problems-with-tensile-failure-stress-2\/"},"modified":"2024-02-16T10:40:32","modified_gmt":"2024-02-16T10:40:32","slug":"problems-with-tensile-failure-stress-2","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/problems-with-tensile-failure-stress-2\/","title":{"rendered":"Problems with tensile failure stress"},"content":{"rendered":"<p>Hello, I am having problems with my modeling of a reinforced concrete beam. Enter the properties of steel and concrete, which are modulus of elasticity, Poisson&#8217;s ratio, density, stress-strain curve, and for concrete, enter tensile pressure failure, which is -3.19 MPa . Load the model but it generates concrete failure with a normal stress of 9.493 Mpa. I don&#8217;t understand why the failure effort is greater than the entry effort. I tried different meshes and the result does not change. Can you help me. I would be very grateful since it is for my undergraduate thesis.<\/p>\n<p>Below we attach photos of the model for a better understanding of the problem.<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/07-11-2023-1699367377-mceclip0.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/07-11-2023-1699367377-mceclip1.png\"><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-315266","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_author_ip":["23.206.193.146"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["691"],"_bbp_subscription":["83"],"_bbp_topic_status":["unanswered"],"_edit_lock":["1708080140:76741"],"_edit_last":["76741"],"_yoast_wpseo_content_score":["90"],"_yoast_wpseo_estimated-reading-time-minutes":["1"],"_bbp_topic_id":["315266"],"_bbp_forum_id":["27791"],"_bbp_engagement":["83","294127"],"_bbp_voice_count":["2"],"_bbp_reply_count":["1"],"_bbp_last_reply_id":["317507"],"_bbp_last_active_id":["317507"],"_bbp_last_active_time":["2023-11-13 21:57:47"]},"test":"j-riquelme16ufromail-cl"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/315266","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":2,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/315266\/revisions"}],"predecessor-version":[{"id":351896,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/315266\/revisions\/351896"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=315266"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}