ShellNLDKGT

• Command_Manual
  • Tcl Commands
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    • model
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  • Analysis Commands
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  • Output Commands
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  • Misc Commands
    • eleResponse Command
    • getTime Command
    • getEleTags Command
    • getNodeTags
    • loadConst Command
    • nodeCoord Command
    • nodeDisp Command
    • nodeVel Command
    • nodeAccel Command
    • nodeEigenvector Command
    • nodeBounds
    • print Command
    • remove Command
    • reset Command
    • testIter
    • testNorms
    • wipe Command
    • exit Command
  • DataBase Commands
    • Template:DataBaseCommandsMenu

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This command is used to construct a ShellNLDKGT element object accounting for the geometric nonlinearity of large deformation using the updated Lagrangian formula, which is developed based on the ShellDKGT element.

element ShellNLDKGT $eleTag $iNode $jNode $kNode $secTag

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$eleTag	unique element object tag
$iNode $jNode $kNode	three nodes defining element boundaries, input in clockwise or counter-clockwise order around the element.
	tag associated with previously-defined SectionForceDeformation object
$secTag	currently can be a PlateFiberSection, a ElasticMembranePlateSection and a LayeredShell section

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Code Developed by : Shuhao Zhang, Tsinghua University, and Prof. Xinzheng Lu, Tsinghua University