GiDInterface/kratos.gid/apps/MPM/xml/Strategies.xml at 44cb487c533cbef20c9bfceba3c78afafc158643 · KratosMultiphysics/GiDInterface · GitHub

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<?xml version="1.0" encoding="UTF-8"?>
<StrategyList>
    <StrategyItem n="implicit" pn="Implicit" SolutionType="Dynamic" ImplementedInFile="mpm_implicit_dynamic_solver.py" ImplementedInApplication="StructuralMechanicsApplication"  ImplementedInPythonFile="mpm_implicit_dynamic_solver" MinimumKratosVersion="8500" App="Structural" ProductionReady="ProductionReady" help="">
        <parameter_list>
            <parameter n="echo_level" pn="Echo level" type="combo" v="0" values="0,1,2,3" help=""/>
            <parameter n="compute_reactions" pn="Compute reactions" type="bool" v="false" values="true,false" help=""/>
            <parameter n="convergence_criterion" pn="Convergence criterion" type="combo" v="residual_criterion" values ="residual_criterion,displacement_criterion,And_criterion,or_criterion" pvalues ="Residual criterion,Displacement criterion,And criterion,Or criterion" help="These are the available convergence criteria for the nonlinear iteration">
            <parameter n="displacement_relative_tolerance" pn="Displacement relative tolerance" type="double" v="1e-4" parent="displacement_criterion,and_criterion,or_criterion" help="Relative displacement tolerance employed in the nonlinear iteration"/>
            <parameter n="displacement_absolute_tolerance" pn="Displacement absolute tolerance" type="double" v="1e-9" parent="displacement_criterion,and_criterion,or_criterion" help="Absolute displacement tolerance employed in the nonlinear iteration"/>
            <parameter n="residual_relative_tolerance" pn="Residual relative tolerance" type="double" v="1e-4" parent="residual_criterion,and_criterion,or_criterion" help="Relative residual tolerance employed in the nonlinear iteration"/>
            <parameter n="residual_absolute_tolerance" pn="Residual absolute tolerance" type="double" v="1e-9" parent="residual_criterion,and_criterion,or_criterion" help="Absolute residual tolerance employed in the nonlinear iteration"/></parameter>
            <parameter n="max_iteration" pn="Maximum iterations" type="integer" v="10" help="This number will break the iterative loop when reached"/>
        </parameter_list>
        <linearSolvers>
            <linearSolverItem n="linear_solver_settings" pn="Linear Solver" help="Default solver Super LU" filter="STSoluType {Static Quasi-static Dynamic}">
                <filterFeatures>
                    <filter field="SolverType" value="Standard"/>
                </filterFeatures>
                <defaults></defaults>
            </linearSolverItem>
        </linearSolvers>
        <schemes>
            <scheme n="newmark" pn="Newmark" help="Newmark scheme for dynamic problems." ProductionReady="ProductionReady">
                <parameter_list></parameter_list>
                <element_filters>
                    <filter field="ImplementedInApplication" value="StructuralMechanicsApplication"/>
                </element_filters>
            </scheme>
        </schemes>
    </StrategyItem>

    <StrategyItem n="static" pn="Static" SolutionType="Static Quasi-static" ImplementedInFile="mpm_static_solver.py" ImplementedInApplication="StructuralMechanicsApplication" ImplementedInPythonFile="mpm_static_solver" MinimumKratosVersion="8500" App="Structural" ProductionReady="ProductionReady"  help="Default solver Super LU">
        <parameter_list>
            <parameter n="echo_level" pn="Echo level" type="combo" v="0" values="0,1,2,3" help=""/>
            <parameter n="compute_reactions" pn="Compute reactions" type="bool" v="false" values="true,false" help=""/>
            <parameter n="convergence_criterion" pn="Convergence criterion" type="combo" v="residual_criterion" values ="residual_criterion,displacement_criterion,and_criterion,or_criterion" pvalues ="Residual criterion,Displacement criterion,And criterion,Or criterion" help="These are the available convergence criteria for the nonlinear iteration">
            <parameter n="displacement_relative_tolerance" pn="Displacement relative tolerance" type="double" v="1e-4" parent="displacement_criterion,and_criterion,or_criterion" help="Relative displacement tolerance employed in the nonlinear iteration"/>
            <parameter n="displacement_absolute_tolerance" pn="Displacement absolute tolerance" type="double" v="1e-9" parent="displacement_criterion,and_criterion,or_criterion" help="Absolute displacement tolerance employed in the nonlinear iteration"/>
            <parameter n="residual_relative_tolerance" pn="Residual relative tolerance" type="double" v="1e-4" parent="residual_criterion,and_criterion,or_criterion" help="Relative residual tolerance employed in the nonlinear iteration"/>
            <parameter n="residual_absolute_tolerance" pn="Residual absolute tolerance" type="double" v="1e-9" parent="residual_criterion,and_criterion,or_criterion" help="Absolute residual tolerance employed in the nonlinear iteration"/></parameter>
            <parameter n="max_iteration" pn="Maximum iterations" type="integer" v="10" help="This number will break the iterative loop when reached"/>
        </parameter_list>
        <linearSolvers>
            <linearSolverItem n="linear_solver_settings" pn="Linear Solver" filter="STSoluType {Static Quasi-static Dynamic}">
                <filterFeatures>
                    <filter field="SolverType" value="Standard"/>
                </filterFeatures>
                <defaults></defaults>
            </linearSolverItem>
        </linearSolvers>
        <schemes>
            <scheme n="GenericScheme" pn="Generic scheme" ProductionReady="ProductionReady">
                <parameter_list></parameter_list>
                <element_filters>
                    <filter field="ImplementedInApplication" value="StructuralMechanicsApplication"/>
                </element_filters>
            </scheme>
        </schemes>
    </StrategyItem>
</StrategyList>