Drucker Prager: Difference between revisions
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| '''$sigmaY ''' || yield stress | | '''$sigmaY ''' || yield stress | ||
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| '''$rho ''' || strength parameter | | '''$rho ''' || frictional strength parameter | ||
|- | |- | ||
| '''$rhoBar ''' || non-associative parameter | | '''$rhoBar ''' || non-associative parameter |
Revision as of 20:23, 1 February 2010
This command is used to construct an multi dimensional material object that has a Drucker-Prager yield criterium.
nDmaterial DruckerPrager $matTag $k $G $sigmaY $rho $rhoBar $Kinf $Ko $delta1 $delta2 $H $theta |
This Code has been Developed by: Peter Mackenzie, U Washington and the great Pedro Arduino, U Washington
$matTag | integer tag identifying material |
$k | bulk modulus |
$G | shear modulus |
$sigmaY | yield stress |
$rho | frictional strength parameter |
$rhoBar | non-associative parameter |
$Kinf | isotropic strain hardening parameter |
$Ko | isotropic strain hardening parameter |
$delta1 | isotropic strain hardening parameter |
$delta2 | tension softening parameter |
$H | kinematic strain hardening parameter |
$theta | kinematic strain hardening parameter |
The material formulations for the Drucker-Prager object are "ThreeDimensional," "PlaneStrain," "Plane Stress," "AxiSymmetric".
EXAMPLE
An example like ZeroLengthContactNTS2D would be nice
THEORY:
The theory for Drucker-Prager can be found at wikipedia here
REFERENCES;
Drucker, D. C. and Prager, W., "Soil mechanics and plastic analysis for limit design. Quarterly of Applied Mathematics, vol. 10, no. 2, pp. 157–165, 1952.