<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic Re: Local buckling Finite elements in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/local-buckling-finite-elements/m-p/3406051#M82998</link>
    <description>&lt;P&gt;As you may expect you have to use buckling analysis&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;IMG src="http://forums.autodesk.com/t5/image/serverpage/image-id/25467i7F2DC14123E17457/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="bucklingq1.jpg" title="bucklingq1.jpg" align="center" /&gt;&lt;/P&gt;</description>
    <pubDate>Tue, 10 Apr 2012 07:15:29 GMT</pubDate>
    <dc:creator>Rafal.Gaweda</dc:creator>
    <dc:date>2012-04-10T07:15:29Z</dc:date>
    <item>
      <title>Local buckling Finite elements</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/local-buckling-finite-elements/m-p/3404567#M82997</link>
      <description>&lt;P&gt;&lt;SPAN&gt;Hello&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;to all&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;fellow members&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I wonder&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;if it is&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;possible to calculate&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;using&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;finite element&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;local buckling of&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;plates&lt;/SPAN&gt;&lt;SPAN&gt;.&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;If this is how&lt;/SPAN&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;to proceed. &lt;SPAN&gt;thank you very much:&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN style="line-height: 13px;"&gt;&lt;BR /&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;&lt;IMG align="center" border="0" title="Pandeo_Local.png" alt="Pandeo_Local.png" src="http://forums.autodesk.com/t5/image/serverpage/image-id/25363i2858A88D514C8D6A/image-size/medium?v=mpbl-1&amp;amp;px=-1" /&gt;&lt;BR /&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Mon, 09 Apr 2012 09:48:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/local-buckling-finite-elements/m-p/3404567#M82997</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2012-04-09T09:48:54Z</dc:date>
    </item>
    <item>
      <title>Re: Local buckling Finite elements</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/local-buckling-finite-elements/m-p/3406051#M82998</link>
      <description>&lt;P&gt;As you may expect you have to use buckling analysis&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;IMG src="http://forums.autodesk.com/t5/image/serverpage/image-id/25467i7F2DC14123E17457/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="bucklingq1.jpg" title="bucklingq1.jpg" align="center" /&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 10 Apr 2012 07:15:29 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/local-buckling-finite-elements/m-p/3406051#M82998</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2012-04-10T07:15:29Z</dc:date>
    </item>
  </channel>
</rss>

