UniaxialMaterial Command: Difference between revisions
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**[[AxialSpHD Material]] | **[[AxialSpHD Material]] | ||
**[[Pinching Limit State Material]] | **[[Pinching Limit State Material]] | ||
**[[CFSWSWP | CFSWSWP Wood Sheathed | **[[CFSWSWP | CFSWSWP Wood-Sheathed Cold-Formed Steel Shear Wall Panel]] | ||
**[[CFSSSWP | CFSSSWP Steel Sheathed | **[[CFSSSWP | CFSSSWP Steel-Sheathed Cold-formed Steel Shear Wall Panel]] | ||
Revision as of 19:15, 3 October 2015
- 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 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
- Concrete01 Material -- Zero Tensile Strength
- Concrete02 Material -- Linear Tension Softening
- Concrete04 Material -- Popovics Concrete Material
- Concrete06 Material
- Concrete07 – Chang & Mander’s 1994 Concrete Model
- Concrete01 Material With Stuff in the Cracks
- ConfinedConcrete01 Material
- ConcreteD
- FRPConfinedConcrete
- ConcreteCM - Complete Concrete Model by Chang and Mander (1994)
- Some Standard Uniaxial Materials
- Other Uniaxial Materials
- CastFuse Material
- ViscousDamper Material
- BilinearOilDamper 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
- BWBN Material (Pinching Hysteretic Bouc-Wen 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
- KikuchiAikenLRB Material
- AxialSp Material
- AxialSpHD Material
- Pinching Limit State Material
- CFSWSWP Wood-Sheathed Cold-Formed Steel Shear Wall Panel
- CFSSSWP Steel-Sheathed Cold-formed Steel Shear Wall Panel