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finite strain iso plast
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kratos.gid/apps/Structural/xml/ConstitutiveLaws.xml

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<outputs></outputs>
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</CLaw>
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<!--Plasticity isotropic-->
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<CLaw n="FiniteStrainIsotropicPlasticity3DVonMisesVonMises" pn="Generic Finite Strain Isotropic plasticity" Type="3D" Behaviour="Plasticity" StrainSize="6" ImplementedInApplication="StructuralMechanicsApplication" help="Isotropic plasticity for 3d solids in finite strains" Dimension="3D" LargeDeformation="True" RequiresLocalAxes="False" HybridType="False">
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<inputs>
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<parameter n="DENSITY" pn="Density" unit_magnitude="Density" units="kg/m^3" v="2400"/>
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<parameter n="YOUNG_MODULUS" pn="Young Modulus" unit_magnitude="P" units="Pa" v="30.0e9" />
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<parameter n="POISSON_RATIO" pn="Poisson Ratio" v="0.2"/>
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<parameter n="YIELD_STRESS" pn="Yield stress" v="1.0e6" unit_magnitude="Pa" units="Pa" />
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<parameter n="FRACTURE_ENERGY" pn="Fracture energy" v="100" unit_magnitude="J/m^2" units="J/m^2" />
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<parameter n="HARDENING_CURVE" pn="Hardening type" v="0" help="Defines the flow rule to use (LinearSoft=0, ExpSoft=1, Hardening=2, PerfPlast=3)" />
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<parameter n="MAXIMUM_STRESS_POSITION" pn="Peak stress position" v="0.3" help="ONLY FOR CURVE 2, Defines the position of the peak strength (value ranging 0-1)" />
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<parameter n="MAXIMUM_STRESS" pn="Peak stress" v="2.0e6" help="ONLY FOR CURVE 2, Defines the peak strength value" />
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</inputs>
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<outputs></outputs>
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</CLaw>
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</ConstitutiveLaws>

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