Difference between revisions of "UniaxialMaterial Command"
From OpenSeesWiki
Jump to navigationJump to search| Line 53: | Line 53: | ||
**[[Limit State Material]] | **[[Limit State Material]] | ||
**[[MinMax Material]] | **[[MinMax Material]] | ||
| − | **[ElasticBilin Material]] | + | **[[ElasticBilin Material]] |
**[[Initial Strain Material]] | **[[Initial Strain Material]] | ||
**[[Initial Stress Material]] | **[[Initial Stress Material]] | ||
Revision as of 23:35, 24 March 2011
This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships.
| uniaxialMaterial 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,' 'stress,' and 'tangent.' 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:
- Steel & Reinforcing-Steel Materials
- Concrete Materials
- Some Standard Uniaxial Materials
- Other Uniaxial Materials
- Maxwell Material
- Bilin Material
- SAWS Material
- BARSLIP Material
- Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
- Fatigue Material
- Hardening Material
- Impact Material
- Hyperbolic Gap Material
- Limit State Material
- MinMax Material
- ElasticBilin Material
- Initial Strain Material
- Initial Stress Material
- PathIndependent Material
- Pinching4 Material
- Engineered Cementitious Composites Material
- SelfCentering Material
- Viscous Material
- BoucWen Material
- PyTzQz uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation
