4.2.7.5. ShellNLDKGQΒΆ
This command is used to construct a ShellNLDKGQ element object accounting for the geometric nonlinearity of large deformation using the updated Lagrangian formula, which is developed based on the ShellDKGQ element.
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element('ShellNLDKGQ', eleTag, *eleNodes, secTag) eleTag(int)unique element object tag eleNodes(list (int))a list of four element nodes in counter-clockwise order secTag(int)tag associated with previously-defined SectionForceDeformation object. currently can be a 'PlateFiberSection', a'ElasticMembranePlateSection'and a'LayeredShell'section
See also