{"id":50835,"date":"2020-12-23T17:01:31","date_gmt":"2020-12-23T17:01:31","guid":{"rendered":"\/forum\/forums\/topic\/hss-to-i-beam-boltet-connection\/"},"modified":"2021-04-28T18:25:36","modified_gmt":"2021-04-28T18:25:36","slug":"hss-to-i-beam-boltet-connection","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/hss-to-i-beam-boltet-connection\/","title":{"rendered":"HSS to I BEAM BOLTET CONNECTION"},"content":{"rendered":"<p>I am tried to simulate this attached research to study a new bolt under a moment connectionn<img src='https:\/\/us.v-cdn.net\/6032193\/uploads\/11XDEF34HCKT\/i-beam-to-square-hollow-column-blind-bolted-moment-connection-experimental-and-numerical-study.jpg\" width='1896\" height='1988\" \/>but there some points I don&#8217;t know how to apply them:n1-In finite element simulation of the column, the tube section was alienated into two zones, which are the flat and corner zones (seen in Fig. 7). According to Sully and Hancock [19], residual stress of 0.4fy and (0.24\u20130.0006B) fy can be applied for the corner zone and for the flat zone, respectively.n<img src='https:\/\/us.v-cdn.net\/6032193\/uploads\/PD9LZBMO9D2F\/2.jpg\" width='951\" height='589\" \/>2-To simulate the loading condition a discrete rigid solid element was used to model the loading plate.n3-The base angles at the location of the bolts were also fully constrained by using Tie command in ANSYS.n4-In the first step, an axial load (N) with a constant rate was applied uniformly on the top surface of the columns and then a monotonic load to the tip of beams was applied.nI have attached my model also.nArrayArrayn<\/p>\n","protected":false},"template":"","class_list":["post-50835","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["23088"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["closed"],"_bbp_author_ip":["f\u000b\u0010?"],"_bbp_old_sticky_status_id":["normal"],"_bbp_status":["publish"],"_bbp_likes_count":["0","0","0","0","0"],"_btv_view_count":["311"],"_bbp_subscription":["245226"],"_bbp_topic_status":["unanswered"],"_bbp_topic_id":["50835"],"_bbp_forum_id":["27791"],"_bbp_engagement":["25","170871"],"_bbp_voice_count":["2"],"_bbp_reply_count":["1"],"_bbp_last_reply_id":["136980"],"_bbp_last_active_id":["136980"],"_bbp_last_active_time":["2020-12-28 13:11:56"]},"test":"ayman"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/50835","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\/50835\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=50835"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}