{"id":319859,"date":"2023-11-28T19:07:56","date_gmt":"2023-11-28T19:07:56","guid":{"rendered":"\/forum\/forums\/reply\/319859\/"},"modified":"2023-11-28T19:10:46","modified_gmt":"2023-11-28T19:10:46","slug":"319859","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/319859\/","title":{"rendered":"Reply To: Spring Element"},"content":{"rendered":"<p>&lt;p&gt;&lt;span style=&#8221;font-size: 10pt;&#8221;&gt;Hi Alf!&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 10pt;&#8221;&gt;Do you want to model a SDOF system with Dyna? In that case, I&rsquo;d turn to a single Hughes-Liu Beam element (type 1) and modify my properties to match it up with the stiffness of the spring and place the proper boundary condition.&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 10pt;&#8221;&gt;With the mass, stiffness, and damping parameters now known, you&rsquo;re all set to conduct your study as you&rsquo;d like.&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 10pt;&#8221;&gt;&ndash; Tonmoy.&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-319859","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/319859","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/319859\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=319859"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}