<?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: Snap through buckling in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/snap-through-buckling/m-p/12428511#M4361</link>
    <description>&lt;P&gt;Hi all,&lt;/P&gt;&lt;P&gt;51 views, 0 replies.&lt;/P&gt;</description>
    <pubDate>Fri, 08 Dec 2023 14:15:18 GMT</pubDate>
    <dc:creator>HoshangMustafa</dc:creator>
    <dc:date>2023-12-08T14:15:18Z</dc:date>
    <item>
      <title>Snap through buckling</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/snap-through-buckling/m-p/12414846#M4360</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;&lt;P&gt;Can ARSA consider snap through buckling?&lt;/P&gt;&lt;P&gt;Let's say you have an axial member that is pre-deflected in one direction and there is no bracing. Now when you apply a compressive force, the P-delta effects will cause the deflection to increase in the initial direction.&lt;BR /&gt;Next let's say you have another axial member that is pre-deflected in the same manner, but there is bracing to prevent further deflection in that direction. Now when you apply a compressive force, the member can actually "snap through" to the other direction and buckle the opposite way.&lt;BR /&gt;You can demonstrate this behavior with a standard business card. Hold it lengthwise between your thumb and fingers and squeeze it lightly so that it just starts to deflect. Now use your other hand as a brace to prevent it from moving further in the initial direction. As you apply more compression, the card will suddenly snap through and buckle in the opposite direction.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;My first thought is using P-delta analysis.&lt;/P&gt;</description>
      <pubDate>Sun, 03 Dec 2023 20:04:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/snap-through-buckling/m-p/12414846#M4360</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2023-12-03T20:04:30Z</dc:date>
    </item>
    <item>
      <title>Re: Snap through buckling</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/snap-through-buckling/m-p/12428511#M4361</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;&lt;P&gt;51 views, 0 replies.&lt;/P&gt;</description>
      <pubDate>Fri, 08 Dec 2023 14:15:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/snap-through-buckling/m-p/12428511#M4361</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2023-12-08T14:15:18Z</dc:date>
    </item>
  </channel>
</rss>

