Difference between revisions of "UniaxialMaterial Command"

From OpenSeesWiki
Jump to navigationJump to search
(15 intermediate revisions by 8 users not shown)
Line 24: Line 24:
 
**[[Steel01 Material]]
 
**[[Steel01 Material]]
 
**[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]]
 
**[[Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening]]
 +
**[[Steel4 Material]]
 
**[[Hysteretic Material]]
 
**[[Hysteretic Material]]
 
**[[Reinforcing Steel Material]]
 
**[[Reinforcing Steel Material]]
 
**[[DoddRestrepo  | Dodd Restrepo]]
 
**[[DoddRestrepo  | Dodd Restrepo]]
 
**[[RambergOsgoodSteel Material]]
 
**[[RambergOsgoodSteel Material]]
 +
**[[SteelMPF - Menegotto and Pinto (1973) Model Extended by Filippou et al. (1983)]]
 
*Concrete Materials
 
*Concrete Materials
 
**[[Concrete01 Material -- Zero Tensile Strength]]
 
**[[Concrete01 Material -- Zero Tensile Strength]]
Line 36: Line 38:
 
**[[Concrete01 Material With Stuff in the Cracks]]
 
**[[Concrete01 Material With Stuff in the Cracks]]
 
**[[ConfinedConcrete01 Material]]
 
**[[ConfinedConcrete01 Material]]
 +
**[[ConcreteD]]
 +
**[[FRPConfinedConcrete]]
 +
**[[ConcreteCM - Complete Concrete Model by Chang and Mander (1994)]]
 
*Some Standard Uniaxial Materials
 
*Some Standard Uniaxial Materials
 
**[[Elastic Uniaxial Material]]
 
**[[Elastic Uniaxial Material]]
Line 45: Line 50:
 
*Other Uniaxial Materials
 
*Other Uniaxial Materials
 
**[[CastFuse Material]]
 
**[[CastFuse Material]]
−
**[[Maxwell Material]]
+
**[[ViscousDamper Material]]
 +
**[[BilinearOilDamper 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 69: Line 75:
 
**[[Viscous Material]]
 
**[[Viscous Material]]
 
**[[BoucWen 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
 
**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]]
Line 81: Line 88:
 
**[[AxialSp Material]]
 
**[[AxialSp Material]]
 
**[[AxialSpHD 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]]

Revision as of 19:15, 3 October 2015



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.berkeley.edu/wiki/index.php?title=UniaxialMaterial_Command&oldid=12096"