{"id":362650,"date":"2024-04-17T09:50:48","date_gmt":"2024-04-17T09:50:48","guid":{"rendered":"\/forum\/forums\/reply\/362650\/"},"modified":"2024-04-17T09:50:48","modified_gmt":"2024-04-17T09:50:48","slug":"362650","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/362650\/","title":{"rendered":"Reply To: Finding result of axial strain at a node in rebar"},"content":{"rendered":"<p>&lt;p&gt;Thanks YINGHAO TIAN,&lt;\/p&gt;&lt;p&gt;I modeled reinforcement elements as beam elements. In LSPP fringe plots, I tried to check and I could only get the strain of reinforcement for the whole structure like this.&lt;br&gt;<img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/17-04-2024-1713346856-mceclip0.png\" \/>&lt;\/p&gt;&lt;p&gt;However, I want to compare the strain of rebars at a point from the experiment with the simulation result. Could we do that? As I modeled the reinforcements as beam elements and if we could not do that in LSPP, what are the reasons for that?&lt;br&gt;I really appreciate your response.&lt;br&gt;&lt;br&gt;Best regards,&lt;br&gt;Panha&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-362650","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/362650","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\/362650\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=362650"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}