UniaxialMaterial Command: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
Line 83: Line 83:
**[[AxialSpHD Material]]
**[[AxialSpHD Material]]
**[[Pinching Limit State Material]]
**[[Pinching Limit State Material]]
**[[CFSWSWP | Wood Sheathed cold-formed Steel Shear Wall Panel]]
**[[CFSWSWP | CFSWSWP Wood Sheathed cold-formed Steel Shear Wall Panel]]
**[[CFSSSWP | Steel Sheets Sheathed cold-formed Steel Shear Wall Panel]]
**[[CFSSSWP | CFSSSWP Steel Sheathed cold-formed Steel Shear Wall Panel]]

Revision as of 15:51, 29 January 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: