UniaxialMaterial Command: Difference between revisions

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{{CommandManualMenu}}
<noinclude>This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships.  
<noinclude>This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships.  


{|  
{|  
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial matType? arg1? ...'''
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial matType? matTag? arg1? ...'''
|}
|}


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</noinclude>
</noinclude>
*[[Elastic Uniaxial Material]]
*Steel &amp; Reinforcing-Steel Materials
*[[Elastic-Perfectly Plastic Material]]
**[[Steel01 Material]]
*[[Elastic-Perfectly Plastic Gap Material]]
**[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]]
*[[Elastic-No Tension Material]]
**[[Steel4 Material]]
*[[Parallel Material]]
**[[Hysteretic Material]]
*[[Series Material]]
**[[Reinforcing Steel Material]]
*[[Hardening Material]]
**[[DoddRestrepo  | Dodd Restrepo]]
*[[Concrete01 Material -- Zero Tensile Strength]]
**[[RambergOsgoodSteel Material]]
*[[Concrete02 Material -- Linear Tension Softening]]
**[[SteelMPF - Menegotto and Pinto (1973) Model Extended by Filippou et al. (1983)]]
*[[Steel01 Material]]
**[[UVCuniaxial (Updated Voce-Chaboche)]]
*[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]]
*Concrete Materials
*[[Hysteretic Material]]
**[[Concrete01 Material -- Zero Tensile Strength]]
*[[Viscous Material]]
**[[Concrete02 Material -- Linear Tension Softening]]
*[[BARSLIP Material]]
**[[Concrete04 Material -- Popovics Concrete Material]]
*[[Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars]]
**[[Concrete06 Material]]
*[[Concrete04 Material -- Popovics Concrete Material]]
**[[Concrete07 – Chang & Mander’s 1994 Concrete Model]]
*[[Concrete07 – Chang & Mander’s 1994 Concrete Model]]
**[[Concrete01 Material With Stuff in the Cracks]]
*[[Fatigue Material]]
**[[ConfinedConcrete01 Material]]
*[[Hyperbolic Gap Material]]
**[[ConcreteD]]
*[[Limit State Material]]
**[[FRPConfinedConcrete]]
*[[PINCHING4 Material]]
**[[ConcreteCM - Complete Concrete Model by Chang and Mander (1994)]]
*[[Reinforcing Steel Material]]
*Some Standard Uniaxial Materials
*[[SelfCentering Material]]
**[[Elastic Uniaxial Material]]
 
**[[Elastic-Perfectly Plastic Material]]
**uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation.
**[[Elastic-Perfectly Plastic Gap Material]]
*[[PySimple1 Material]]
**[[Elastic-No Tension Material]]
*[[TzSimple1 Material]]
**[[Parallel Material]]
*[[QzSimple1 Material]]
**[[Series Material]]
*[[PyLiq1 Material]]
*Other Uniaxial Materials
*[[TzLiq1 Material]]
**[[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
***[[PySimple1 Material]]
***[[TzSimple1 Material]]
***[[QzSimple1 Material]]
***[[PyLiq1 Material]]
***[[TzLiq1 Material]]
***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1257.htm  PySimple1Gen Command]
***[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/1261.htm TzSimple1Gen Command]
**[[KikuchiAikenHDR Material]]
**[[KikuchiAikenLRB Material]]
**[[AxialSp Material]]
**[[AxialSpHD Material]]
**[[Pinching Limit State Material]]
**[[CFSWSWP | CFSWSWP Wood-Sheathed Cold-Formed Steel Shear Wall Panel]]
**[[CFSSSWP | CFSSSWP Steel-Sheathed Cold-formed Steel Shear Wall Panel]]

Latest revision as of 13:13, 16 October 2019



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:


Retrieved from "https://opensees.ist.berkeley.edu/wiki/index.php?title=UniaxialMaterial_Command&oldid=12721"