


{"id":44750,"date":"2020-06-04T14:11:22","date_gmt":"2020-06-04T14:11:22","guid":{"rendered":"\/forum\/forums\/topic\/convergence-problem-5\/"},"modified":"2020-06-04T14:11:22","modified_gmt":"2020-06-04T14:11:22","slug":"convergence-problem-5","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/convergence-problem-5\/","title":{"rendered":"Convergence problem"},"content":{"rendered":"<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">Hello everyone !<\/span><\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>My name is Alessandro and from few month I have starting to learn how to use ANSYS Mechanical to do somes simulations.<br \/>I am some problem with a simulation and I would like to kindly ask you somes helps.&nbsp;<\/p>\n<p>I would like to simulate the following system:<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/16baaeb7-79ee-49b5-88da-abd000d3bb6c\/9ed1a42f-6888-4963-8018-abd000df2190_system.jpg?width=690&amp;upscale=false\" alt=\"System\"><\/p>\n<p><\/p>\n<p>There is a concrete base where it is fixed through 12 bolt a steel plate. Between the steel plate and the concrete there is a nitrile rubber to isolate the vibration.<\/p>\n<p><\/p>\n<p>The plate can be hit with different object or an object can remain on the plate. The weight of the objects can be up to 1-2t.<\/p>\n<p><\/p>\n<p>The idea is, first do a structural simulation to see if the support can resist at the load, then do a modal simulation to see the resonance modes of the plate.<\/p>\n<p><\/p>\n<p>In the following pictures is visible the exploded model in ANSYS.<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/16baaeb7-79ee-49b5-88da-abd000d3bb6c\/68818b6b-fd3e-44a6-ab6d-abd000e26b57_ansysmodel.jpg?width=690&amp;upscale=false\" alt=\"Ansys Model\"><\/p>\n<p><\/p>\n<p>I have set this contact:<\/p>\n<p><\/p>\n<p>&nbsp; &#8211; Plate-Rubber: Frictional Contact<br \/>&nbsp; &#8211; Rubber-Concrete: Frictionless Contact<br \/>&nbsp;&nbsp;&#8211; Bolt side surface &#8211; Rubber: Frictional Contact and disable small sliding<br \/>&nbsp; &#8211; Bolt side surface (down part) &#8211; Concrete: Bonded Contact<br \/>&nbsp; &#8211; Bolt head downside surface &#8211; Plate: Frictional Contact<\/p>\n<p>The initial contact information say that there aren&#8217;t open contact.<\/p>\n<p><\/p>\n<p>At the down side of the concrete I have applyed a fixed support.<br \/>The bolt pretension is 2500N for each bolt.<\/p>\n<p><\/p>\n<p>In the analysis setting I have turn on large deflection.<\/p>\n<p>In the first step of the simulation I apply the pretension and then I lock it, in the second step I apply a force in one node (near the plate center) with components (20&#8217;000N,-20000N,20000N).<\/p>\n<p><\/p>\n<p>The problem is that the simulation converge for&nbsp; the first time step (Bolt pre-tension), but the second step, when I apply the force, doesn&#8217;t converge.<\/p>\n<p><\/p>\n<p>When the external force is applayed at the plate the bolt head will be not in contact with the plate, I think that this situation cause the convergence problem.<\/p>\n<p>How I can solve this problem?<\/p>\n<p>Attached you could find the archive of my simulation model.<\/p>\n<p>Excuse me for my english and thank you very much in advance for your time and help.<br \/>Alessandro<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-44750","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["16931"],"_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"],"_btv_view_count":["1289"],"_bbp_subscription":["252231"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["44750"],"_bbp_forum_id":["27791"],"_bbp_engagement":["79","240","178095"],"_bbp_voice_count":["3"],"_bbp_reply_count":["6"],"_bbp_last_reply_id":["118747"],"_bbp_last_active_id":["118747"],"_bbp_last_active_time":["2020-06-24 06:44:48"]},"test":"alessandrovaghi"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/44750","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\/44750\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=44750"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}