


{"id":453693,"date":"2026-03-04T03:41:06","date_gmt":"2026-03-04T03:41:06","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/unable-to-obtain-non-uniform-residual-stress-distribution-in-ismb-150\/"},"modified":"2026-03-04T03:41:06","modified_gmt":"2026-03-04T03:41:06","slug":"unable-to-obtain-non-uniform-residual-stress-distribution-in-ismb-150","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/unable-to-obtain-non-uniform-residual-stress-distribution-in-ismb-150\/","title":{"rendered":"Unable to Obtain Non-Uniform Residual Stress Distribution in ISMB 150"},"content":{"rendered":"<p>&lt;p data-start=&#8221;181&#8243; data-end=&#8221;194&#8243;&gt;Dear Experts,&lt;\/p&gt;&lt;p data-start=&#8221;196&#8243; data-end=&#8221;450&#8243;&gt;I am currently performing a &lt;strong data-start=&#8221;224&#8243; data-end=&#8221;283&#8243;&gt;nonlinear analysis of an uncorroded ISMB 150 steel beam<\/strong> using &lt;strong data-start=&#8221;290&#8243; data-end=&#8221;328&#8243;&gt;solid elements in ANSYS Mechanical<\/strong>. As part of the study, I am attempting to introduce &lt;strong data-start=&#8221;381&#8243; data-end=&#8221;449&#8243;&gt;residual stresses typically present in hot-rolled steel sections<\/strong>.&lt;\/p&gt;&lt;p data-start=&#8221;452&#8243; data-end=&#8221;799&#8243;&gt;However, I am facing difficulty in obtaining the &lt;strong data-start=&#8221;501&#8243; data-end=&#8221;554&#8243;&gt;expected non-uniform residual stress distribution<\/strong> across the beam cross-section (compressive stresses near flange tips and tensile stresses near the web&ndash;flange junction). Despite defining the residual stress input, the results appear to be either uniform or not properly developed in the model.&lt;\/p&gt;&lt;p data-start=&#8221;801&#8243; data-end=&#8221;853&#8243;&gt;I would appreciate guidance on the following points:&lt;\/p&gt;<\/p>\n<ol>&lt;li data-start=&#8221;855&#8243; data-end=&#8221;989&#8243;&gt;&lt;p data-start=&#8221;858&#8243; data-end=&#8221;989&#8243;&gt;What is the recommended procedure to introduce &lt;strong data-start=&#8221;905&#8243; data-end=&#8221;938&#8243;&gt;non-uniform residual stresses<\/strong> in solid element models of hot-rolled steel beams?&lt;\/p&gt;<\/li>\n<p>&lt;li data-start=&#8221;990&#8243; data-end=&#8221;1147&#8243;&gt;&lt;p data-start=&#8221;993&#8243; data-end=&#8221;1147&#8243;&gt;Should residual stresses be applied using the &lt;strong data-start=&#8221;1039&#8243; data-end=&#8221;1096&#8243;&gt;thermal analogy method (equivalent temperature field)<\/strong> or through &lt;strong data-start=&#8221;1108&#8243; data-end=&#8221;1146&#8243;&gt;initial stress commands (INISTATE)<\/strong>?&lt;\/p&gt;<\/li>\n<p>&lt;li data-start=&#8221;1148&#8243; data-end=&#8221;1282&#8243;&gt;&lt;p data-start=&#8221;1151&#8243; data-end=&#8221;1282&#8243;&gt;Are there specific solver settings or modeling precautions required when introducing residual stresses in a &lt;strong data-start=&#8221;1259&#8243; data-end=&#8221;1281&#8243;&gt;nonlinear analysis<\/strong>?&lt;\/p&gt;<\/li>\n<\/ol>\n<p>&lt;p data-start=&#8221;1284&#8243; data-end=&#8221;1403&#8243;&gt;Any suggestions or example approaches for modeling residual stresses in &lt;strong data-start=&#8221;1356&#8243; data-end=&#8221;1373&#8243;&gt;ISMB sections<\/strong> would be greatly appreciated.&lt;\/p&gt;&lt;p data-start=&#8221;1405&#8243; data-end=&#8221;1441&#8243;&gt;Thank you for your time and support.&lt;\/p&gt;&lt;p data-start=&#8221;1443&#8243; data-end=&#8221;1463&#8243; data-is-last-node=&#8221;&#8221; data-is-only-node=&#8221;&#8221;&gt;Best regards,&lt;br data-start=&#8221;1456&#8243; data-end=&#8221;1459&#8243;&gt;Gopi&lt;br&gt;&lt;br&gt;&lt;\/p&gt;&lt;p data-start=&#8221;1443&#8243; data-end=&#8221;1463&#8243; data-is-last-node=&#8221;&#8221; data-is-only-node=&#8221;&#8221;&gt;&nbsp;&lt;\/p&gt;&lt;p data-start=&#8221;1443&#8243; data-end=&#8221;1463&#8243; data-is-last-node=&#8221;&#8221; data-is-only-node=&#8221;&#8221;&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2026\/03\/04-03-2026-1772595518-mceclip2.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2026\/03\/04-03-2026-1772595569-mceclip3.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2026\/03\/04-03-2026-1772595586-mceclip4.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2026\/03\/04-03-2026-1772595618-mceclip5.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2026\/03\/04-03-2026-1772595660-mceclip6.png\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-453693","topic","type-topic","status-publish","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_forum_id":["27791"],"_bbp_topic_id":["453693"],"_bbp_author_ip":["49.205.68.210"],"_bbp_last_reply_id":["454065"],"_bbp_last_active_id":["454065"],"_bbp_last_active_time":["2026-03-10 14:42:40"],"_bbp_reply_count":["1"],"_bbp_reply_count_hidden":["0"],"_bbp_voice_count":["2"],"_bbp_engagement":["636415","20905"],"_btv_view_count":["59"],"_bbp_topic_status":["unanswered"],"_bbp_subscription":["20905"]},"test":"324203307006gvpce-ac-in"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/453693","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\/453693\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=453693"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}