UniaxialMaterial Command: Difference between revisions
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**[[Concrete07 – Chang & Mander’s 1994 Concrete Model]] | **[[Concrete07 – Chang & Mander’s 1994 Concrete Model]] | ||
**[[ConfinedConcrete01 Material]] | **[[ConfinedConcrete01 Material]] | ||
* | *Some Standard Uniaxial Materials | ||
**[[Elastic Uniaxial Material]] | **[[Elastic Uniaxial Material]] | ||
**[[Elastic-Perfectly Plastic Material]] | **[[Elastic-Perfectly Plastic Material]] | ||
| Line 39: | Line 39: | ||
**[[Parallel Material]] | **[[Parallel Material]] | ||
**[[Series Material]] | **[[Series Material]] | ||
*Other Uniaxial Materials | *Other Uniaxial Materials | ||
**[[Bilin Material]] | **[[Bilin Material]] | ||
| Line 47: | Line 45: | ||
**[[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]] | ||
**[[Hardening Material]] | |||
**[[Impact Material]] | |||
**[[Hyperbolic Gap Material]] | **[[Hyperbolic Gap Material]] | ||
**[[Limit State Material]] | **[[Limit State Material]] | ||
**[[MinMax Material]] | |||
**[[PathIndependent Material]] | |||
**[[PINCHING4 Material]] | **[[PINCHING4 Material]] | ||
**[[Engineered Cementitious Composites Material]] | **[[Engineered Cementitious Composites Material]] | ||
**[[SelfCentering Material]] | **[[SelfCentering Material]] | ||
**[[ | **[[Viscous 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 22:18, 18 March 2010
- Command_Manual
- Tcl Commands
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- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
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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
- Some Standard Uniaxial Materials
- Other Uniaxial Materials
- 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
- PathIndependent Material
- PINCHING4 Material
- Engineered Cementitious Composites Material
- SelfCentering Material
- Viscous 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