NDMaterial Command: Difference between revisions
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* [[Plane Stress Concrete Materials]] | * [[Plane Stress Concrete Materials]] | ||
*Tsinghua Sand models | *Tsinghua Sand models | ||
**[[CycLiqCP Material]] | |||
**[[CycLiqCPSP Material]] | **[[CycLiqCPSP Material]] | ||
*[[Manzari Dafalias Material]] | *[[Manzari Dafalias Material]] | ||
Revision as of 01:03, 24 April 2014
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
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:
- Elastic Isotropic Material
- Elastic Orthotropic Material
- J2 Plasticity Material
- Drucker Prager Material
- Concrete Damage Model
- Plane Stress Material
- Plane Strain Material
- Multi Axial Cyclic Plasticity
- Bounding Cam Clay
- Plate Fiber Material
- Plane Stress Concrete Materials
- Tsinghua Sand models
- Manzari Dafalias Material
- Materials for Modeling Concrete Walls
- Contact Materials for 2D and 3D
- Wrapper material for Initial State Analysis
- UC San Diego soil models (Linear/Nonlinear, dry/drained/undrained soil response under general 2D/3D static/cyclic loading conditions (please visit UCSD for examples)
- UC San Diego Saturated Undrained soil
- UCDavis Soil Models