UniaxialMaterial Command: Difference between revisions

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*[[Reinforcing Steel Material]]
*[[Reinforcing Steel Material]]
*[[SelfCentering Material]]
*[[SelfCentering Material]]
  uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation.
<h4>uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation.</h4>
*[[PySimple1 Material]]
*[[PySimple1 Material]]
*[[TzSimple1 Material]]
*[[TzSimple1 Material]]

Revision as of 17:09, 19 November 2009

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:


uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation.