UniaxialMaterial Command: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
| Line 45: | Line 45: | ||
**[[CastFuse Material]] | **[[CastFuse Material]] | ||
**[[Maxwell Material]] | **[[Maxwell Material]] | ||
**[[Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin 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 Peak-Oriented Hysteretic Response (ModIMKPeakOriented Material)]] | ||
| Line 77: | Line 76: | ||
***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1257.htm PySimple1Gen Command] | ***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1257.htm PySimple1Gen Command] | ||
***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1261.htm TzSimple1Gen Command] | ***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1261.htm TzSimple1Gen Command] | ||
**[[KikuchiAikenHDR Material]] | |||
Revision as of 23:37, 30 May 2013
- 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
- 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