UniaxialMaterial Command: Difference between revisions
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**[[Concrete02 Material -- Linear Tension Softening]] | **[[Concrete02 Material -- Linear Tension Softening]] | ||
**[[Concrete04 Material -- Popovics Concrete Material]] | **[[Concrete04 Material -- Popovics Concrete Material]] | ||
**[[Concrete06 Material]] | |||
**[[Concrete07 – Chang & Mander’s 1994 Concrete Model]] | **[[Concrete07 – Chang & Mander’s 1994 Concrete Model]] | ||
**[[Concrete01 Material With Stuff in the Cracks]] | **[[Concrete01 Material With Stuff in the Cracks]] | ||
Revision as of 22:48, 24 March 2010
- 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? 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