{"id":29506,"date":"2018-06-16T09:37:32","date_gmt":"2018-06-16T09:37:32","guid":{"rendered":"\/forum\/forums\/topic\/bolted-joint-comparison-to-eurocode\/"},"modified":"2018-06-16T09:37:32","modified_gmt":"2018-06-16T09:37:32","slug":"bolted-joint-comparison-to-eurocode","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/bolted-joint-comparison-to-eurocode\/","title":{"rendered":"Bolted joint comparison to Eurocode"},"content":{"rendered":"<p>[Edit: continuation of <a href=\"\/thread\/getting-the-moment-x-rotation-steel-bolted-connection\/\">this post<\/a>]<\/p>\n<p><\/p>\n<p>Yes, it happened as I was expecting. I did not use slice, but form the part, and use base face split with mesh control.<\/p>\n<p><\/p>\n<p>The results are the same, I have a peak of stress, and I do not know why. In the Eurocode this connection has Mrd = 100kNm.<\/p>\n<p><\/p>\n<p>With the model Mrd is under 30kNm. There is something wrong in the model. I think that it is impossible to be the weld. As you see, the results are completely different from your model. Really, I don&#8217;t know where is the problem with the model. If I take the element results, ts the picture below:<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/c42831db-4c69-4e26-a47a-a8970020917b\/4c7ce9e0-05f4-44b6-91d7-a9010045d936_slice-and-meshing-11.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>If I take probe, in the node of the element before, the results are in the picture below. As you, see, completely different, nearer of the reality, but not reliable.<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/c42831db-4c69-4e26-a47a-a8970020917b\/92cc409d-0695-47ae-a1ca-a9010047a3cc_slice-and-meshing-12.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p>Just a moment, I will attach the model which is solved.<\/p>\n","protected":false},"template":"","class_list":["post-29506","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["1675"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0","0","0","0","0"],"_btv_view_count":["1523"],"_bbp_subscription":["235874"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["29506"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","897","156165"],"_bbp_voice_count":["3"],"_bbp_reply_count":["48"],"_bbp_last_reply_id":["62464"],"_bbp_last_active_id":["62464"],"_bbp_last_active_time":["2018-08-18 19:00:12"]},"test":"fabricio-urquhart"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/29506","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\/29506\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=29506"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}