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<a name = "hj-top"> </a><table class = "table1" id = "table11"><tr><td><table class = "DocHeader"><tr><td class = "DocHeader1" colspan = "2"><h1>Optimizing the Holeplate Model (<span class = "ph">Tosca Structure.gui</span>)</h1></td></tr><tr><td class = "DocHeader4" colspan = "2"/></tr><tr><td class = "DocHeader3" colspan = "2"><table class = "DocThemeIntro" id = "table12"><tr><td class = "Intro1"><p class = "header"><p class = "abstract">
<span class = "shortdesc">Some additional settings must set before an optimization based on damage data can be started. </span>

  
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</p></td></tr><tr><td class = "Intro2"><hr class = "header"/><span class = "run-in-beforeyoubegin">Before you begin: </span>
<ul class = "ul">
<li class = "li">In <span class = "ph">FEMFAT®</span>, do a preprocessing for the damage calculation.
All necessary data must be provided for the analysis.</li>
<li class = "li">Request the results in the <span class = "ph">SIMULIA Tosca Structure</span> ONF 600 format.</li>
<li class = "li">Name the results file as &lt;jobname&gt;_600.onf.</li>
</ul>
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<div class = "p"><!--xxx--></div>

<section><ol class = "ol steps"><li class = "li step stepexpand">
Define a Design Response (DRESP) with the DAMAGE type:
<div class = "itemgroup stepresult">
<pre class = "codeblock">
DRESP
 ID_NAME    = DRESP_MAX_DAMAGE
 DEF_TYPE   = SYSTEM
 TYPE       = DAMAGE
 UPDATE     = EVER
 ND_GROUP   = design_nodes
 GROUP_OPER = MAX
END_
</pre>
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</li><li class = "li step stepexpand">
To start the optimization, start the damage calculation solver on the command line:
        
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<pre class = "codeblock">
TOSCA810 HOLEPLATE_DAM -SOLVER &lt;SOLVERNAME&gt; -LIFE FEMFAT
</pre>
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</li></ol></section>
<p class = "result">
<p>The result looks as follows:</p>

<p><br/><img class = "image" src = "../TsoExampleImages/shapeDurAnHolFemResult.png"/><br/></p>
</p>
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