


{"id":318335,"date":"2023-11-19T12:07:46","date_gmt":"2023-11-19T12:07:46","guid":{"rendered":"\/forum\/forums\/topic\/prescribed-motion-acceleration-vs-displacement\/"},"modified":"2023-11-21T10:42:47","modified_gmt":"2023-11-21T10:42:47","slug":"prescribed-motion-acceleration-vs-displacement","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/prescribed-motion-acceleration-vs-displacement\/","title":{"rendered":"LS-Dyna result: displacement vs acceleration"},"content":{"rendered":"<p><span style=\"font-size: 12pt\">Hello everyone,<\/span><\/p>\n<p><span style=\"font-size: 12pt\">We are currently working to prescribe some earthquake motions in LS-Dyna (V14.0.0) with LS-PrePost (V4.10.5-23Jun23) and have come across an interesting issue. I&#8217;m hoping you can help us with this.<\/span><\/p>\n<p><span style=\"font-size: 12pt\">In our simulations model, which involve 6721 nodes and 6244 elements, we prescribed all three components of the ground motions as accelerations. However, when we checked the displacement response of a node from the prescribed motion nodeset from d3plot, there was an unexpected drift at the end of the displacement time-history. Interestingly, this drift doesn&#8217;t occur if we derive the displacement by integrating the acceleration using alternative methods. This problem happens regardless of the specifics of the input acceleration data, or the target node I choose to compare the integrated acceleration output with the output displacement.<\/span><\/p>\n<p><span style=\"font-size: 12pt\">In the figure below, I&#8217;ve plotted the displacement response, integrated from acceleration, alongside the actual displacement response of node 28289 in the x direction with help of the History tool. This is a random node on the surface of the rigid body system subjected to the motion. As you can see, there is a clear difference between the displacement derived by LS-Dyna and the displacement integrated from LS-Dyna&#8217;s acceleration in LS-PrePost &#8211;<\/span><\/p>\n<p><span style=\"font-size: 12pt\"><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/19-11-2023-1700393194-mceclip2.png\"><img loading=\"lazy\" decoding=\"async\" style=\"display: block;margin-left: auto;margin-right: auto\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/19-11-2023-1700393194-mceclip2.png\" width=\"865\" height=\"320\"><\/a><\/span><\/p>\n<p><span style=\"font-size: 12pt\">Interestingly though, when we approach the problem in reverse &ndash; starting with output displacements and then performing differentiation twice to obtain the accelerations of a node &ndash; the results align much more closely with the output response acclerations &#8211;<\/span><\/p>\n<p><span style=\"font-size: 12pt\"><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/19-11-2023-1700393156-mceclip1.png\"><img loading=\"lazy\" decoding=\"async\" style=\"display: block;margin-left: auto;margin-right: auto\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/19-11-2023-1700393156-mceclip1.png\" width=\"893\" height=\"334\"><\/a><\/span><\/p>\n<p><span style=\"font-size: 12pt\">I&#8217;m trying to understand why this issue happens and if there is something we are doing wrong.<\/span><\/p>\n<p><span style=\"font-size: 12pt\">Another question I have is about prescribing ground motions: should we use displacement or acceleration? And how does the internal algorithm of LS-Dyna originally handles this?<\/span><\/p>\n<p>&nbsp;<\/p>\n<p><span style=\"font-size: 12pt\">Any insights would be greatly appreciated. Thanks in advance for your help!<\/span><\/p>\n<p>&nbsp;<\/p>\n<p><span style=\"font-size: 12pt\">With Regards,<\/span><\/p>\n<p><span style=\"font-size: 12pt\">Tonmoy.<\/span><\/p>\n","protected":false},"template":"","class_list":["post-318335","topic","type-topic","status-closed","hentry","topic-tag-earthquake","topic-tag-explicit-dynamics","topic-tag-ls-prepost","topic-tag-motion-setup-1"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["273386","178077"],"_bbp_author_ip":["96.7.218.223"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["1806"],"_edit_lock":["1700563183:203800"],"_bbp_status":["publish"],"_bbp_likes_count":["1"],"_bbp_topic_status":["unanswered"],"_bbp_topic_id":["318335"],"_bbp_forum_id":["27814"],"_bbp_engagement":["178077","273386"],"_bbp_voice_count":["2"],"_bbp_reply_count":["4"],"_bbp_last_reply_id":["318755"],"_bbp_last_active_id":["318755"],"_bbp_last_active_time":["2023-11-21 10:39:14"]},"test":"tonmoymailinator-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/318335","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\/318335\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=318335"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}