


{"id":198615,"date":"2021-11-26T18:30:20","date_gmt":"2021-11-26T18:30:20","guid":{"rendered":"\/forum\/forums\/reply\/198615\/"},"modified":"2021-11-26T18:30:56","modified_gmt":"2021-11-26T18:30:56","slug":"198615","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/198615\/","title":{"rendered":"Reply To: Transient structural analysis: busbar vibration"},"content":{"rendered":"<p>The materials are all linear elastic, so no plasticity.<br \/>\nIn Workbench, Drag and Drop a Modal Analysis onto the Model cell of the Transient Structural analysis.<br \/>\nClick Solve and reply with the frequency of the first mode.  You should compare this frequency with the frequency in the Imported Load.<br \/>\nI can help you calculate the frequency in the imported load.  In Mechanical, right click on the Mesh branch then Clear Generated Data.  File Save, then File Archive which will create a .wbpz file. Attach that file to your reply and I can open your model.<\/p>\n","protected":false},"template":"","class_list":["post-198615","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=\"The materials are all linear elastic, so no plasticity. In Workbench, Drag and Drop a Modal Analysis onto the Model cell of the Transient Structural analysis. Click Solve and reply with the frequency of the first mode. You should compare this frequency with the frequency in the Imported Load. I can help you calculate the\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/198615\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: Transient structural analysis: busbar vibration | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"The materials are all linear elastic, so no plasticity. In Workbench, Drag and Drop a Modal Analysis onto the Model cell of the Transient Structural analysis. Click Solve and reply with the frequency of the first mode. You should compare this frequency with the frequency in the Imported Load. I can help you calculate the\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/198615\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2021-11-26T18:30:20+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2021-11-26T18:30:56+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Transient structural analysis: busbar vibration | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"The materials are all linear elastic, so no plasticity. In Workbench, Drag and Drop a Modal Analysis onto the Model cell of the Transient Structural analysis. Click Solve and reply with the frequency of the first mode. You should compare this frequency with the frequency in the Imported Load. I can help you calculate the\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/198615\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/198615\\\/#listItem\",\"name\":\"Reply To: Transient structural analysis: busbar vibration\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/198615\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Transient structural analysis: busbar vibration\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/198615\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/198615\\\/\",\"name\":\"Reply To: Transient structural analysis: busbar vibration | Ansys Learning Forum\",\"description\":\"The materials are all linear elastic, so no plasticity. 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Click Solve and reply with the frequency of the first mode. You should compare this frequency with the frequency in the Imported Load. I can help you calculate the","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/198615\/","article:published_time":"2021-11-26T18:30:20+00:00","article:modified_time":"2021-11-26T18:30:56+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: Transient structural analysis: busbar vibration | Ansys Learning Forum","twitter:description":"The materials are all linear elastic, so no plasticity. In Workbench, Drag and Drop a Modal Analysis onto the Model cell of the Transient Structural analysis. Click Solve and reply with the frequency of the first mode. You should compare this frequency with the frequency in the Imported Load. 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