<?xml version='1.0' encoding='UTF-8' ?>
<!DOCTYPE html
  SYSTEM "about:legacy-compat">
<html xmlns:mml = "http://www.w3.org/1998/Math/MathML" lang = "en"><head><meta charset = "UTF-8"/><meta name = "copyright" content = "(C) Copyright 2020"/><meta name = "DC.rights.owner" content = "(C) Copyright 2020"/><meta name = "DC.type" content = "reference"/><meta name = "abstract" content = "At DEF_TYPE=SYSTEM the design response is determined from the system (load case dependent and load case independent data)."/><meta name = "description" content = "At DEF_TYPE=SYSTEM the design response is determined from the system (load case dependent and load case independent data)."/><meta name = "DC.format" content = "HTML5"/><meta name = "DC.identifier" content = "tso-r-cmd-dresp-sysDefType"/><meta name = "DC.language" content = "en"/><link rel = "stylesheet" type = "text/css" href = "../DSDocUI_XML34.css"/><title>DEF_TYPE = SYSTEM</title>
<script type = "text/javascript" src = "../DSDocUI_Highlight34.js">
  	/* */
  	</script></head><body onLoad = "highlightSearchTerms();" id = "tso-r-cmd-dresp-sysDefType">
<a name = "hj-top"> </a><table class = "table1" id = "table11"><tr><td><table class = "DocHeader"><tr><td class = "DocHeader1" colspan = "2"><h1>DEF_TYPE = SYSTEM</h1></td></tr><tr><td class = "DocHeader4" colspan = "2"/></tr><tr><td class = "DocHeader3" colspan = "2"><table class = "DocThemeIntro" id = "table12"><tr><td class = "Intro1Only"><p class = "header"><p class = "abstract">
<span class = "shortdesc">At <code class = "ph codeph">DEF_TYPE=SYSTEM</code> the design response is determined from the system (<span class = "ph">load case</span> dependent and <span class = "ph">load case</span> independent data).</span>

</p>
<p>This page discusses: </p><ul><li><a href = "#tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-selArea" id = "toc_rg" title = "">Selection Area</a></li><li><a href = "#tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-lcDepDresp" id = "toc_rg" title = "">Items for <span class = "ph">load case</span>-Dependent Design Responses</a></li><li><a href = "#tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-solDep" id = "toc_rg" title = "">Solver Defined Design Responses</a></li></ul>
</p></td></tr></table></td></tr></table>




<div class = "body refbody">

<div class = "section" id = "tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-selArea"><h2 class = "title sectiontitle">Selection Area</h2>

<table class = "table" id = "tso-r-cmd-dresp-sysDefType__aa1141809"><caption/><colgroup><col/><col/><col/></colgroup><tbody class = "tbody">
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">EL_GROUP</span></p></td>
<td class = "entry"><p>=<code class = "ph codeph"> </code><var class = "keyword varname varname">&lt;name_of_element_group&gt;</var></p></td>
<td class = "entry"><p>Name of an element group in which the value of the design response is to be determined.</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">ND_GROUP</span></p></td>
<td class = "entry"><p>= <var class = "keyword varname varname">&lt;name_of_node_group&gt;</var></p></td>
<td class = "entry"><p>Name of a node group in which the value of the design response is to be determined.</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">ELEM</span></p></td>
<td class = "entry"><p>= <var class = "keyword varname varname">&lt;number_of_element&gt;</var></p></td>
<td class = "entry"><p>Number of an element to be used for the design response (alternative to <code class = "ph codeph">EL_GROUP</code>).</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">NODE</span></p></td>
<td class = "entry"><p>= <var class = "keyword varname varname">&lt;number_of_node&gt;</var></p></td>
<td class = "entry"><p>Number of a node to be used for the design response (alternative to <code class = "ph codeph">ND_GROUP</code>).</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">CS_REF</span></p></td>
<td class = "entry"><p>= <var class = "keyword varname varname">&lt;coordinate_system&gt;</var></p><p>= <span class = "ph uicontrol">CS_0</span></p></td>
<td class = "entry"><p>Default coordinate system is the global coordinate system <code class = "ph codeph">CS_0</code>.</p><p>Can be used for displacements, internal forces, reaction forces,center of gravity and accelerations.</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">GROUP_OPER</span></p></td>
<td class = "entry"><p>Operator for determining the design response that is used within the selection area.</p></td>
<td class = "entry"/>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>= MAX</p></td>
<td class = "entry"><p>Maximum value of the selection area.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>= MIN</p></td>
<td class = "entry"><p>Minimum value of the selection area.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>= AVERAGE</p></td>
<td class = "entry"><p>Average value of the selection area.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>= SUM</p></td>
<td class = "entry"><p>Sum of all values of the selection area.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>= COUNT</p></td>
<td class = "entry"><p>Determines the number of values of the selection area.</p></td>
</tr>







</tbody></table>

</div>

<div class = "section" id = "tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-lcDepDresp"><p><map name = "FPMap1"><area href = "#hj-top" title = "Back to Top" shape = "rect" coords = "416, 0, 435, 10"/></map><span class = "itemsprite"/></p><h2 class = "title sectiontitle">Items for <span class = "ph">load case</span>-Dependent Design Responses</h2>

<p>
 <span class = "ph uicontrol">LC_SET</span>
 combines <span class = "ph">load cases</span> to determine the value of the design response (can be specified several times). If the <code class = "ph codeph">LC_SET</code> option is not specified the default setting <code class = "ph codeph">LC_SET = ALL, ALL, ALL</code> is assumed. It is only available for <code class = "ph codeph">DEF_TYPE=SYSTEM</code>.</p>
<p><span class = "ph uicontrol">LC_SET = </span><code class = "ph codeph">&lt;approach&gt;, </code><code class = "ph codeph">&lt;loadcase&gt;, </code><code class = "ph codeph">&lt;substep&gt;,</code> <code class = "ph codeph">&lt;shell_layer&gt;</code></p>
<table class = "table" id = "tso-r-cmd-dresp-sysDefType__aa2000467"><caption/><colgroup><col/><col/><col/></colgroup><tbody class = "tbody">
<tr class = "row">
<td class = "entry" colspan = "2"><p><code class = "ph codeph">&lt;approach&gt;</code></p></td>
<td class = "entry"><p>Approach / analysis type.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p><span class = "ph uicontrol">ALL</span></p></td>
<td class = "entry"><p>All analysis types will be considered.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>STATIC</p></td>
<td class = "entry"><p>Static analysis.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>MODAL</p></td>
<td class = "entry"><p>Modal analysis.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>NONLINEAR</p></td>
<td class = "entry"><p>Nonlinear analysis.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>DAMAGE</p></td>
<td class = "entry"><p>Durability analysis.</p></td>
</tr>



<tr class = "row">
<td class = "entry" colspan = "2"><p><code class = "ph codeph">&lt;loadcase&gt;</code></p></td>
<td class = "entry"><p>Load case.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p><span class = "ph uicontrol">ALL</span></p></td>
<td class = "entry"><p>All <span class = "ph">load cases</span> will be considered.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p><code class = "ph codeph">&lt;no_of_load_case&gt;</code></p></td>
<td class = "entry"><p>Number of a specific <span class = "ph">load case</span>.</p></td>
</tr>
<tr class = "row">
<td class = "entry" colspan = "2"><p><code class = "ph codeph">&lt;substep&gt;</code></p></td>
<td class = "entry"><p>Substep.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p><span class = "ph uicontrol">ALL</span></p></td>
<td class = "entry"><p>All substeps will be considered.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p><code class = "ph codeph">&lt;no_of_substep&gt;</code></p></td>
<td class = "entry"><p>Number of a specific substep.</p></td>
</tr>
<tr class = "row">
<td class = "entry" colspan = "2"><p><code class = "ph codeph">&lt;shell_layer&gt;</code></p></td>
<td class = "entry"><p>Location for calculation of shell stresses or strains.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>TOP</p></td>
<td class = "entry"><p>Top-layer of shell.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>MID</p></td>
<td class = "entry"><p>Mid-layer of shell (part of membrane).</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>BOT</p></td>
<td class = "entry"><p>Bottom layer of shell.</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>MAX</p></td>
<td class = "entry"><p>Max (<code class = "ph codeph">TOP,</code> <code class = "ph codeph">MID</code>, <code class = "ph codeph">BOT</code>).</p></td>
</tr>
<tr class = "row">
<td class = "entry"/>
<td class = "entry"><p>MIN</p></td>
<td class = "entry"><p>Min (<code class = "ph codeph">TOP</code>, <code class = "ph codeph">MID</code>, <code class = "ph codeph">BOT</code>).</p></td>
</tr>




</tbody></table><table class = "Remark" id = "table132"><tr><td class = "Remark"><span class = "run-in.tip">Tip:
				</span><span class = "notecontent"> For <span class = "ph">Abaqus</span> users, <code class = "ph codeph">substep</code>  refers to the increment of a nonlinear analysis. <code class = "ph codeph">Substep</code> does not refer to the <span class = "ph">load case</span> number in an <span class = "ph">Abaqus</span> step with multiple <span class = "ph">load cases</span>.</span></td></tr></table>

</div>


<div class = "section" id = "tso-r-cmd-dresp-sysDefType__tso-r-cmd-dresp-sysDefType-solDep"><p><map name = "FPMap1"><area href = "#hj-top" title = "Back to Top" shape = "rect" coords = "416, 0, 435, 10"/></map><span class = "itemsprite"/></p><h2 class = "title sectiontitle">Solver Defined Design Responses</h2>

<p>
The EMAG design responses are defined on the solver side. <span class = "ph">Tosca</span>
only requires the information from which file to get the sensitivity information from and how to identify the design response, but not which specific type the response is of.
Because of the nature of this response it is normally not intended for manual definition.
</p>
<table class = "table"><caption/><colgroup><col/><col/><col/></colgroup><tbody class = "tbody">
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">FIELD_INPUT_FILE</span></p></td>
<td class = "entry"><p>=<code class = "ph codeph"> </code><var class = "keyword varname varname">&lt;filename&gt;</var></p></td>
<td class = "entry"><p>Name of the file containing the sensitivity information for this design response provided by the solver.</p></td>
</tr>
<tr class = "row">
<td class = "entry"><p><span class = "ph uicontrol">FIELD_INPUT_TYPE</span></p></td>
<td class = "entry"><p>= <var class = "keyword varname varname">&lt;string&gt;</var></p></td>
<td class = "entry"><p>Unique identification string for the design response, defined by the solver.</p></td>
</tr>
</tbody></table>
</div>


</div>

</td></tr></table><script type = "text/javascript" src = "../DSDocUI_Bottom34.js">/* */</script></body>
</html>
