{"id":54651,"date":"2021-04-24T21:06:09","date_gmt":"2021-04-24T21:06:09","guid":{"rendered":"\/forum\/forums\/topic\/frp-rebars-modelling\/"},"modified":"2021-04-24T21:06:09","modified_gmt":"2021-04-24T21:06:09","slug":"frp-rebars-modelling","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/frp-rebars-modelling\/","title":{"rendered":"FRP rebars modelling"},"content":{"rendered":"<p>I am trying to model RC beam with hybrid reinforcement (Steel+GFRP) bars.nI am using Solid65 for concrete element, Link180 for steel bars, Link180 for GFRP bars.nThe question is: how can I model the GFRP rebars to have a linear elastic behavior until rupture (at 970 Mpa Stress or 0.02189 strain).nI know how to model normal steel bars with linear and nonlinear behavior and adding yield stress, but for GFRP I only have EX (young modulus in X direction), PRXY (Poisson&#8217;s ratio) and tensile stress.nI am using ANSYS mechanical APDL 2021 R1.nThanks in advance.n<\/p>\n","protected":false},"template":"","class_list":["post-54651","topic","type-topic","status-closed","hentry","topic-tag-concrete","topic-tag-gfrp","topic-tag-hybrid","topic-tag-linear","topic-tag-rc-beam"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["26987"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":["Rd??"],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0"],"_btv_view_count":["592"],"_bbp_subscription":["234645"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["54651"],"_bbp_forum_id":["27791"],"_bbp_engagement":["50680","190361","255721"],"_bbp_voice_count":["3"],"_bbp_reply_count":["3"],"_bbp_last_reply_id":["232682"],"_bbp_last_active_id":["232682"],"_bbp_last_active_time":["2022-05-10 08:49:56"]},"test":"osama_yazji"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/54651","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\/54651\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=54651"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}