


{"id":30101,"date":"2018-08-18T18:59:22","date_gmt":"2018-08-18T18:59:22","guid":{"rendered":"\/forum\/forums\/topic\/follow-bolted-joint-comparison-to-eurocode-2\/"},"modified":"2018-08-18T18:59:22","modified_gmt":"2018-08-18T18:59:22","slug":"follow-bolted-joint-comparison-to-eurocode-2","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/follow-bolted-joint-comparison-to-eurocode-2\/","title":{"rendered":"Follow Bolted joint comparison to Eurocode &#8211; 2"},"content":{"rendered":"<p>Peter, I read, read, read about bolts, the bolt&#8217;s enginerring stress. But the problem is the same, I could not see the plasticity occurring in the graph Moment X Rotation.<\/p>\n<p><\/p>\n<p>1 First point, I do not agree when the people specify tightening a fastener to its yield point.&nbsp;Because I see it as a problem, whcih tease the yiled point in the other components, as column and end plate, before that it shall occure.<\/p>\n<p><\/p>\n<p>2 Second point, comparing with eurocode, it is similar, but I would like to see the point which change the stiffness, or in the graph the inclination, the plot shall not be linear.<\/p>\n<p><\/p>\n<p>3 Third point, I think taht it occures because the bolt pretension is so high, but it is the minimun normative loads. So the yield shall not ocure.<\/p>\n<p><\/p>\n<p>4 Fourth and last point. I think that the problem is in the egineering stress in the bolts.<\/p>\n<p><\/p>\n<p>Is attached: the graph moment rotation results, the engineering stress table, the lecture which I took the engineering stress, and the model. And finnaly the mathcad that I did, to comparte the graph moment X rotation.<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>If anybody could help me, I would be greatful.<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-30101","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["2270"],"_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":["572"],"_bbp_subscription":["235874"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["30101"],"_bbp_forum_id":["27791"],"_bbp_engagement":["88","240","156165"],"_bbp_voice_count":["3"],"_bbp_reply_count":["8"],"_bbp_last_reply_id":["65708"],"_bbp_last_active_id":["65708"],"_bbp_last_active_time":["2018-10-05 13:39:44"]},"test":"fabricio-urquhart"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/30101","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\/30101\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=30101"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}