UniaxialMaterial Command: Difference between revisions
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**[[Reinforcing Steel Material]] | **[[Reinforcing Steel Material]] | ||
**[[DoddRestrepo | Dodd Restrepo]] | **[[DoddRestrepo | Dodd Restrepo]] | ||
**[[RambergOsgoodSteel Material]] | |||
*Concrete Materials | *Concrete Materials | ||
**[[Concrete01 Material -- Zero Tensile Strength]] | **[[Concrete01 Material -- Zero Tensile Strength]] | ||
Revision as of 05:23, 16 July 2013
- Command_Manual
- Tcl Commands
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- uniaxialMaterial
- ndMaterial
- frictionModel
- section
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- mp commands
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- Analysis Commands
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- DataBase Commands
This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships.
| uniaxialMaterial matType? matTag? 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
- CastFuse Material
- Maxwell Material
- Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin Material)
- Modified Ibarra-Medina-Krawinkler Deterioration Model with Peak-Oriented Hysteretic Response (ModIMKPeakOriented Material)
- Modified Ibarra-Medina-Krawinkler Deterioration Model with Pinched Hysteretic Response (ModIMKPinching 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
- ElasticMultiLinear Material
- MultiLinear 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
- KikuchiAikenHDR Material
- AxialSpHD Material