{"id":33898,"date":"2019-03-12T21:56:04","date_gmt":"2019-03-12T21:56:04","guid":{"rendered":"\/forum\/forums\/topic\/problem-related-to-the-transient-effects-timinton\/"},"modified":"2019-03-12T21:56:04","modified_gmt":"2019-03-12T21:56:04","slug":"problem-related-to-the-transient-effects-timinton","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/problem-related-to-the-transient-effects-timinton\/","title":{"rendered":"Problem related to the transient effects (TIMINT,ON)"},"content":{"rendered":"<p>I am modeling an offshore jacket type gravity foundation using a 20 node user-defined coupled element.&nbsp;<\/p>\n<p><\/p>\n<p>First, I have applied the gravitational load using ACEL command and calculated the displacements caused by the gravitational force. While doing that I have turned off the transient effects using TIMINT,OFF&nbsp;command so that I was able to find the consolidations under the&nbsp;self-weight of both structure&nbsp;and soil itself.<\/p>\n<p><\/p>\n<p>So far I have no problem. Since the model runs without transient effects no excess pore water accumulations&nbsp;are observed which makes sense. But the problem&nbsp;is immediately after continuing the analysis&nbsp;by turning on the transient effects (using TIMINT,ON)&nbsp;excess pore water accumulations starts to build up even though I do not apply any additional force to the model.<\/p>\n<p><\/p>\n<p>Normally what I expect is, since I have performed an analysis using TIMINT,OFF&nbsp;the acceleration and velocities at each node should be equal to the zero, in other words, the displacements that I get at the final step of the TIMINT,OFF&nbsp;should be the final displacements under gravitational loads (displacements should reach an equilibrium).&nbsp;<\/p>\n<p><\/p>\n<p>I have attached my macro file, it would be great if you could help with this.<\/p>\n<p><\/p>\n<p>In advance thank you for your help.<\/p>\n","protected":false},"template":"","class_list":["post-33898","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["6070"],"_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":["1099"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["33898"],"_bbp_forum_id":["27791"],"_bbp_engagement":["18229","163379"],"_bbp_voice_count":["2"],"_bbp_reply_count":["4"],"_bbp_last_reply_id":["80511"],"_bbp_last_active_id":["80511"],"_bbp_last_active_time":["2019-03-15 10:01:47"]},"test":"bayraktaroglu"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/33898","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\/33898\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=33898"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}