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djvicentedjvicente
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New simplified joints
1 parent cd78d2f commit ea6212e

3 files changed

Lines changed: 26 additions & 17 deletions

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‎kratos.gid/apps/Dam/write/write.tcl‎

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@@ -75,11 +75,6 @@ proc Dam::write::UpdateMaterials { } {
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dict set matdict $mat THICKNESS 1.0000E+00
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set newconstlaw "BilinearCohesive2DLaw"
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}
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if {$constlaw eq "SimplifiedBilinear2DPlaneStress"} {set newconstlaw "SimplifiedBilinear2DLaw"}
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if {$constlaw eq "SimplifiedBilinear2DPlaneStrain"} {
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dict set matdict $mat THICKNESS 1.0000E+00
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set newconstlaw "SimplifiedBilinear2DLaw"
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}
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dict set matdict $mat CONSTITUTIVE_LAW_NAME $newconstlaw
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}

‎kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml‎

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@@ -77,13 +77,28 @@
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</outputs>
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</CLaw>
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<CLaw n="SimplifiedBilinear3DLaw" pn="Simplified Bilinear Cohesive 3D" ProductionReady="ProductionReady" Type="SimplifiedInterface3D" behaviour="Elastic"
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<CLaw n="JointCohesionDriven3DLaw" pn="Joint Cohesion Driven" ProductionReady="ProductionReady" Type="SimplifiedInterface3D" behaviour="Elastic"
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StrainSize="6" AnalysisType="Linear,Non-Linear"
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help="Simplified Bilinear Cohesive law for problems in 3D" Dimension="3D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AllowsAnisotropy="False" DamageType="Local,NonLocal" >
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help="Simplified joint cohesion driven law for problems in 3D" Dimension="3D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AllowsAnisotropy="False" DamageType="Local,NonLocal" >
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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="2.6e10" />
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<parameter n="POISSON_RATIO" pn="Poisson Ratio" v="0.20"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.6"/>
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<parameter n="COHESION" pn="Cohesion" unit_magnitude="P" units="Pa" v="1e6"/>
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</inputs>
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<outputs>
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</outputs>
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</CLaw>
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<CLaw n="JointStressDriven3DLaw" pn="Joint Stress Driven" ProductionReady="ProductionReady" Type="SimplifiedInterface3D" behaviour="Elastic"
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StrainSize="6" AnalysisType="Linear,Non-Linear"
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help="Simplified joint stress driven law for problems in 3D" Dimension="3D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AllowsAnisotropy="False" DamageType="Local,NonLocal" >
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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="2.6e10" />
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<parameter n="POISSON_RATIO" pn="Poisson Ratio" v="0.20"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.4"/>
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<parameter n="MAX_COMPRESSIVE_STRESS" pn="Maximum Compressive Stress" unit_magnitude="P" units="Pa" v="20e06"/>
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<parameter n="MAX_TENSILE_STRESS" pn="Maximum Tensile Stress" unit_magnitude="P" units="Pa" v="2e06"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.7"/>
@@ -238,30 +253,29 @@
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</outputs>
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</CLaw>
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<CLaw n="SimplifiedBilinear2DPlaneStrain" pn="Simplified Bilinear Cohesive Plane Strain" ProductionReady="ProductionReady" Type="SimplifiedInterfaceStrain" behaviour="Elastic" StrainSize="3" DamageType="Local,NonLocal"
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help="Simplified Bilinear Cohesive law for Plane Strain problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AnalysisType="Linear,Non-Linear">
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<CLaw n="JointCohesionDriven2DLaw" pn="Joint Cohesion Driven" ProductionReady="ProductionReady" Type="SimplifiedInterface" behaviour="Elastic" StrainSize="3" DamageType="Local,NonLocal"
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help="Simplified joint cohesion driven law for problems in 2D" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AnalysisType="Linear,Non-Linear">
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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="2.6e10" />
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<parameter n="POISSON_RATIO" pn="Poisson Ratio" v="0.20"/>
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<parameter n="MAX_COMPRESSIVE_STRESS" pn="Maximum Compressive Stress" unit_magnitude="P" units="Pa" v="20e06"/>
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<parameter n="MAX_TENSILE_STRESS" pn="Maximum Tensile Stress" unit_magnitude="P" units="Pa" v="2e06"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.7"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.6"/>
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<parameter n="COHESION" pn="Cohesion" unit_magnitude="P" units="Pa" v="1e6"/>
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<parameter n="THICKNESS" pn="Thickness" v="1.0" unit_magnitude="L" units="m" />
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</inputs>
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<outputs>
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</outputs>
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</CLaw>
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<CLaw n="SimplifiedBilinear2DPlaneStress" pn="Simplified Bilinear Cohesive Plane Stress" ProductionReady="ProductionReady" Type="SimplifiedInterfaceStress" behaviour="Elastic" StrainSize="3" DamageType="Local,NonLocal"
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help="Simplified Bilinear Cohesive law for Plane Stress problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AnalysisType="Linear,Non-Linear">
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<CLaw n="JointStressDriven2DLaw" pn="Joint Stress Driven" ProductionReady="ProductionReady" Type="SimplifiedInterface" behaviour="Elastic" StrainSize="3" DamageType="Local,NonLocal"
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help="Simplified joint stress driven law for problems in 2D" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AnalysisType="Linear,Non-Linear">
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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="2.6e10" />
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<parameter n="POISSON_RATIO" pn="Poisson Ratio" v="0.20"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.83"/>
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<parameter n="MAX_COMPRESSIVE_STRESS" pn="Maximum Compressive Stress" unit_magnitude="P" units="Pa" v="20e06"/>
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<parameter n="MAX_TENSILE_STRESS" pn="Maximum Tensile Stress" unit_magnitude="P" units="Pa" v="2e06"/>
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<parameter n="FRICTION_COEFFICIENT" pn="Friction Coefficient" v="0.7"/>
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<parameter n="THICKNESS" pn="Thickness" v="1.0" unit_magnitude="L" units="m" />
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</inputs>
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<outputs>

‎kratos.gid/apps/Dam/xml/Elements.xml‎

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@@ -210,7 +210,7 @@
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<!-- here we add the block of features which we require from the constitutive law-->
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<ConstitutiveLaw_FilterFeatures>
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<filter field="Type" value="SimplifiedInterfaceStress,SimplifiedInterfaceStrain"/>
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<filter field="Type" value="SimplifiedInterface"/>
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<filter field="Dimension" value="2D"/>
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<filter field="StrainSize" value="3"/>
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</ConstitutiveLaw_FilterFeatures>

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