UniaxialMaterial Command: Difference between revisions
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**[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]] | **[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]] | ||
**[[Hysteretic Material]] | **[[Hysteretic Material]] | ||
**[[Reinforcing Steel Material]] | |||
*Concrete Materials | *Concrete Materials | ||
**[[Concrete01 Material -- Zero Tensile Strength]] | **[[Concrete01 Material -- Zero Tensile Strength]] | ||
**[[Concrete02 Material -- Linear Tension Softening]] | **[[Concrete02 Material -- Linear Tension Softening]] | ||
**[[Concrete04 Material -- Popovics Concrete Material]] | |||
**[[Concrete07 – Chang & Mander’s 1994 Concrete Model]] | |||
*Multi-Purpose Materials | *Multi-Purpose Materials | ||
**[[Elastic Uniaxial Material]] | **[[Elastic Uniaxial Material]] | ||
| Line 35: | Line 38: | ||
**[[Hardening Material]] | **[[Hardening Material]] | ||
**[[Viscous Material]] | **[[Viscous Material]] | ||
* | *Other Uniaxial Materials | ||
**[[BARSLIP Material]] | **[[BARSLIP Material]] | ||
**[[Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars]] | **[[Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars]] | ||
**[[Fatigue Material]] | **[[Fatigue Material]] | ||
**[[Hyperbolic Gap Material]] | **[[Hyperbolic Gap Material]] | ||
**[[Limit State Material]] | **[[Limit State Material]] | ||
**[[PINCHING4 Material]] | **[[PINCHING4 Material]] | ||
**[[SelfCentering 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 | **PyTzQz uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation | ||
***[[PySimple1 Material]] | ***[[PySimple1 Material]] | ||
Revision as of 19:43, 20 November 2009
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
- BARSLIP Material
- Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
- Fatigue Material
- Hyperbolic Gap Material
- Limit State Material
- PINCHING4 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