UniaxialMaterial Command: Difference between revisions
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<noinclude>This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships. | <noinclude>This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships. | ||
Revision as of 04:51, 27 February 2010
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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
- Multi-Purpose Materials
- Other Uniaxial Materials
- Bilin Material
- SAWS Material
- BARSLIP Material
- Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
- Fatigue Material
- Hyperbolic Gap Material
- Limit State Material
- PINCHING4 Material
- Engineered Cementitious Composites Material
- SelfCentering Material
- Impact 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