NDMaterial Command: Difference between revisions

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**[[CycLiqCPSP Material]]
**[[CycLiqCPSP Material]]
*[[Manzari Dafalias Material]]
*[[Manzari Dafalias Material]]
*[[J2CyclicBoundingSurface Material]]
*[[PM4Sand Material]]
*[[PM4Sand Material]]
*[[PM4Silt Material (Beta)]]
*[[PM4Silt Material (Beta)]]
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*Wrapper material for Initial State Analysis
*Wrapper material for Initial State Analysis
**[[InitialStateAnalysisWrapper]]
**[[InitialStateAnalysisWrapper]]
*UC San Diego soil models (Linear/Nonlinear, dry/drained/undrained soil response under general 2D/3D static/cyclic loading conditions (please visit [http://cyclic.ucsd.edu/opensees UCSD] for examples)
*UC San Diego soil models (Linear/Nonlinear, dry/drained/undrained soil response under general 2D/3D static/cyclic loading conditions (please visit [http://soilquake.net/opensees UCSD] for examples)
**[[PressureIndependMultiYield Material]]
**[[PressureIndependMultiYield Material]]
**[[PressureDependMultiYield Material]]
**[[PressureDependMultiYield Material]]
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*Misc.
*Misc.
**[[AcousticMedium]]
**[[AcousticMedium]]
*Steel & Reinforcing-Steel Materials
**[[UVCmultiaxial (Updated Voce-Chaboche)]]
**[[UVCplanestress (Updated Voce-Chaboche)]]

Latest revision as of 00:16, 31 March 2022





This command is used to construct an NDMaterial object which represents the stress-strain relationship at the gauss-point of a continuum element.

nDMaterial matType? arg1? ...


The type of material created and the additional arguments required depends on the matType? provided in the command.


NOTE:

The valid queries to any uniaxial material when creating an ElementRecorder are 'strain', and 'stress'. Some materials have additional queries to which they will respond. These are documented in the NOTES section for those materials.


The following contain information about matType? and the args required for each of the available material types: