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 <title>iMechanica - Mohr-Coulomb Shell in Abaqus. Help! - Comments</title>
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 <title>Mohr-Coulomb Shell in Abaqus. Help!</title>
 <link>http://www.imechanica.org/node/5840</link>
 <description>&lt;p&gt;
Hi,
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&lt;p&gt;
I am new to Abaqus and I am trying to use it to model some industrial shells. According to some preliminar studies, the material has a mohr-coulomb plastic behaviour. Thus, I wanted to use shell elements, with a mohr-coulomb plastic material, but it seems that it is not possible in Abaqus.
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&lt;p&gt;
According to the theoretical manual and the user manual (18.3.3-6):
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&lt;p&gt;
&amp;quot;The Mohr-Coulomb plasticity model can be used with any stress/displacement elements in Abaqus/Standard other than one-dimensional elements (beam and truss elements) or elements for which the assumed stress state is plane stress (plane stress, shell, and membrane elements).&amp;quot;
&lt;/p&gt;
&lt;p&gt;
However, my shells are not in plane stress! I have tried also with some simple tests with clearly out-of-plane stresses and still I get the error &amp;quot;MOHR COULOMB NOT ALLOWED IN PLANE STRESS&amp;quot;.
&lt;/p&gt;
&lt;p&gt;
Is it possible to use shell elements in Abaqus in general stress conditions? How?
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;Thank you in advance,
&lt;/p&gt;
&lt;p&gt;
Paolo
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <comments>http://www.imechanica.org/node/5840#comments</comments>
 <category domain="http://www.imechanica.org/taxonomy/term/109">Ask iMechanica</category>
 <category domain="http://www.imechanica.org/taxonomy/term/76">research</category>
 <category domain="http://www.imechanica.org/taxonomy/term/289">ABAQUS</category>
 <category domain="http://www.imechanica.org/taxonomy/term/4107">mohr coulomb</category>
 <category domain="http://www.imechanica.org/taxonomy/term/2438">plane stress</category>
 <category domain="http://www.imechanica.org/taxonomy/term/751">Shell</category>
 <pubDate>Wed, 01 Jul 2009 07:50:35 -0400</pubDate>
 <dc:creator>pbocchini</dc:creator>
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