{"id":316803,"date":"2023-11-10T09:25:12","date_gmt":"2023-11-10T09:25:12","guid":{"rendered":"\/forum\/forums\/reply\/316803\/"},"modified":"2023-11-10T10:20:13","modified_gmt":"2023-11-10T10:20:13","slug":"316803","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/316803\/","title":{"rendered":"Reply To: Returning the model to its initial position after each load step solve"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p class=&#8221;MsoNormal&#8221;&gt;&lt;span style=&#8221;font-size: 10.5pt; line-height: 107%; font-family: &#8216;Open Sans&#8217;,sans-serif; color: black; background: #FBFBFB;&#8221;&gt;Actually for linear elastic material one can also just use the activate deactivate at a load step, and so to switch between loads at different steps. Then you can use this to have the loads you want at the different time steps.&nbsp;&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;See here for activate\/de-act.:&lt;\/p&gt;&lt;p&gt;https:\/\/www.youtube.com\/watch?v=lrmxV-zWqtQ&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 10.5pt; line-height: 107%; font-family: &#8216;Open Sans&#8217;,sans-serif; color: black; background: #FBFBFB;&#8221;&gt;The dummy steps (inbetween steps) were only used to see that the structure goes back &#8211; the dummy step thus does not have any loads in it so all loads are zero there of course \ud83d\ude42 otherwise the structure would not go back to the undeformed original shape.&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;All the best&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;Erik&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-316803","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Actually for linear elastic material one can also just use the activate deactivate at a load step, and so to switch between loads at different steps. 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