def GetMortarCriteria(self, include_table=True):
# Adding the mortar criteria
if (self.mortar_type == "ALMContactFrictionless"):
if (include_table is True):
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria(
self.print_convergence_criterion, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria()
elif (self.mortar_type == "ALMContactFrictionlessComponents"):
if (include_table is True):
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
self.print_convergence_criterion, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
)
elif (self.mortar_type == "ALMContactFrictional"):
if (include_table is True):
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria(
self.print_convergence_criterion, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria()
elif ("MeshTying" in self.mortar_type):
Mortar = CSMA.MeshTyingMortarConvergenceCriteria()
Mortar.SetEchoLevel(self.echo_level)
return Mortar
def GetMortarCriteria(self, include_table=True):
# Adding the mortar criteria
if self.mortar_type == "ALMContactFrictionless":
if include_table:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria()
elif self.mortar_type == "ALMContactFrictionlessComponents":
if include_table:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
)
elif "ALMContactFrictional" in self.mortar_type:
if "PureSlip" in self.mortar_type:
pure_slip = True
else:
pure_slip = auxiliar_methods_solvers.AuxiliarPureSlipCheck(
self.model_part)
if include_table:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria(
pure_slip, self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria(pure_slip)
elif self.mortar_type == "PenaltyContactFrictionless":
if include_table:
Mortar = CSMA.PenaltyFrictionlessMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.PenaltyFrictionlessMortarConvergenceCriteria()
elif "PenaltyContactFrictional" in self.mortar_type:
if "PureSlip" in self.mortar_type:
pure_slip = True
else:
pure_slip = auxiliar_methods_solvers.AuxiliarPureSlipCheck(
self.model_part)
if include_table:
Mortar = CSMA.PenaltyFrictionalMortarConvergenceCriteria(
pure_slip, self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.PenaltyFrictionalMortarConvergenceCriteria(
pure_slip)
elif "MeshTying" in self.mortar_type:
Mortar = CSMA.MeshTyingMortarConvergenceCriteria()
Mortar.SetEchoLevel(self.echo_level)
return Mortar
def GetMortarCriteria(self, include_table=True):
# Adding the mortar criteria
if self.mortar_type == "ALMContactFrictionless":
if include_table:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria()
elif self.mortar_type == "ALMContactFrictionlessComponents":
if include_table:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
)
elif self.mortar_type == "ALMContactFrictional":
if include_table:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria()
elif self.mortar_type == "PenaltyContactFrictionless":
if include_table:
Mortar = CSMA.PenaltyFrictionlessMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.PenaltyFrictionlessMortarConvergenceCriteria()
elif self.mortar_type == "PenaltyContactFrictional":
if include_table:
Mortar = CSMA.PenaltyFrictionalMortarConvergenceCriteria(
self.print_convergence_criterion,
self.compute_dynamic_factor, self.gidio_debug)
else:
Mortar = CSMA.PenaltyFrictionalMortarConvergenceCriteria()
elif "MeshTying" in self.mortar_type:
Mortar = CSMA.MeshTyingMortarConvergenceCriteria()
Mortar.SetEchoLevel(self.echo_level)
return Mortar
def __init__(self, convergence_criterion_parameters):
# Note that all the convergence settings are introduced via a Kratos parameters object.
echo_level = convergence_criterion_parameters["echo_level"].GetInt()
convergence_criterion_name = convergence_criterion_parameters[
"convergence_criterion"].GetString()
if "contact" in convergence_criterion_name:
D_RT = convergence_criterion_parameters[
"displacement_relative_tolerance"].GetDouble()
D_AT = convergence_criterion_parameters[
"displacement_absolute_tolerance"].GetDouble()
R_RT = convergence_criterion_parameters[
"residual_relative_tolerance"].GetDouble()
R_AT = convergence_criterion_parameters[
"residual_absolute_tolerance"].GetDouble()
CD_RT = convergence_criterion_parameters[
"contact_displacement_relative_tolerance"].GetDouble()
CD_AT = convergence_criterion_parameters[
"contact_displacement_absolute_tolerance"].GetDouble()
CR_RT = convergence_criterion_parameters[
"contact_residual_relative_tolerance"].GetDouble()
CR_AT = convergence_criterion_parameters[
"contact_residual_absolute_tolerance"].GetDouble()
condn_convergence_criterion = convergence_criterion_parameters[
"condn_convergence_criterion"].GetBool()
fancy_convergence_criterion = convergence_criterion_parameters[
"fancy_convergence_criterion"].GetBool()
print_convergence_criterion = convergence_criterion_parameters[
"print_convergence_criterion"].GetBool()
ensure_contact = convergence_criterion_parameters[
"ensure_contact"].GetBool()
gidio_debug = convergence_criterion_parameters[
"gidio_debug"].GetBool()
if (echo_level >= 1):
KM.Logger.PrintInfo(
"::[Mechanical Solver]:: ",
"CONVERGENCE CRITERION : " + convergence_criterion_name)
if (fancy_convergence_criterion == True):
table = KM.TableStreamUtility()
if (convergence_criterion_name == "contact_displacement_criterion"
):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, D_RT, D_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, D_RT, D_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_name == "contact_residual_criterion"):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_name == "contact_mixed_criterion"):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierMixedContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = CSMA.DisplacementLagrangeMultiplierMixedContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_name == "contact_and_criterion"):
if (fancy_convergence_criterion == True):
Displacement = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact, table,
print_convergence_criterion)
Residual = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
Displacement = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact)
Residual = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
Displacement.SetEchoLevel(echo_level)
Residual.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.AndCriteria(
Residual, Displacement)
elif (convergence_criterion_name == "contact_or_criterion"):
if (fancy_convergence_criterion == True):
Displacement = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact, table,
print_convergence_criterion)
Residual = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
Displacement = CSMA.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact)
Residual = CSMA.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
Displacement.SetEchoLevel(echo_level)
Residual.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.OrCriteria(
Residual, Displacement)
# Adding the mortar criteria
mortar_type = convergence_criterion_parameters[
"mortar_type"].GetString()
if (mortar_type == "ALMContactFrictionless"):
if (fancy_convergence_criterion == True):
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria(
table, print_convergence_criterion, gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria()
elif (mortar_type == "ALMContactFrictionlessComponents"):
if (fancy_convergence_criterion == True):
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
table, print_convergence_criterion, gidio_debug)
else:
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
)
elif (mortar_type == "ALMContactFrictional"):
if (fancy_convergence_criterion == True):
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria(
table, print_convergence_criterion, gidio_debug)
else:
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria()
elif ("MeshTying" in mortar_type):
if (fancy_convergence_criterion == True):
Mortar = CSMA.MeshTyingMortarConvergenceCriteria(table)
else:
Mortar = CSMA.MeshTyingMortarConvergenceCriteria()
Mortar.SetEchoLevel(echo_level)
if (fancy_convergence_criterion == True):
if (condn_convergence_criterion == True):
# Construct the solver
import eigen_solver_factory
settings_max = KM.Parameters("""
{
"solver_type" : "power_iteration_highest_eigenvalue_solver",
"max_iteration" : 10000,
"tolerance" : 1e-9,
"required_eigen_number" : 1,
"verbosity" : 0,
"linear_solver_settings" : {
"solver_type" : "SuperLUSolver",
"max_iteration" : 500,
"tolerance" : 1e-9,
"scaling" : false,
"verbosity" : 0
}
}
""")
eigen_solver_max = eigen_solver_factory.ConstructSolver(
settings_max)
settings_min = KM.Parameters("""
{
"solver_type" : "power_iteration_eigenvalue_solver",
"max_iteration" : 10000,
"tolerance" : 1e-9,
"required_eigen_number" : 1,
"verbosity" : 0,
"linear_solver_settings" : {
"solver_type" : "SuperLUSolver",
"max_iteration" : 500,
"tolerance" : 1e-9,
"scaling" : false,
"verbosity" : 0
}
}
""")
eigen_solver_min = eigen_solver_factory.ConstructSolver(
settings_min)
condition_number_utility = KM.ConditionNumberUtility(
eigen_solver_max, eigen_solver_min)
else:
condition_number_utility = None
self.mechanical_convergence_criterion = CSMA.MortarAndConvergenceCriteria(
self.mechanical_convergence_criterion, Mortar, table,
print_convergence_criterion, condition_number_utility)
else:
self.mechanical_convergence_criterion = CSMA.MortarAndConvergenceCriteria(
self.mechanical_convergence_criterion, Mortar)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion.SetActualizeRHSFlag(True)
else: # Standard criteria (same as structural mechanics application)
# Construction of the class convergence_criterion
import convergence_criteria_factory
base_mechanical_convergence_criterion = convergence_criteria_factory.convergence_criterion(
convergence_criterion_parameters)
# Adding the mortar criteria
mortar_type = convergence_criterion_parameters[
"mortar_type"].GetString()
if (mortar_type == "ALMContactFrictionless"):
Mortar = CSMA.ALMFrictionlessMortarConvergenceCriteria()
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
elif (mortar_type == "ALMContactFrictionless"):
Mortar = CSMA.ALMFrictionlessComponentsMortarConvergenceCriteria(
)
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
elif (mortar_type == "ALMContactFrictional"):
Mortar = CSMA.ALMFrictionalMortarConvergenceCriteria()
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
elif ("MeshTying" in mortar_type):
Mortar = CSMA.MeshTyingMortarConvergenceCriteria()
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KM.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
else:
self.mechanical_convergence_criterion = base_mechanical_convergence_criterion.mechanical_convergence_criterion
def __init__(self, convergence_criterion_parameters):
# Note that all the convergence settings are introduced via a Kratos parameters object.
echo_level = convergence_criterion_parameters["echo_level"].GetInt()
if "contact" in convergence_criterion_parameters[
"convergence_criterion"].GetString():
D_RT = convergence_criterion_parameters[
"displacement_relative_tolerance"].GetDouble()
D_AT = convergence_criterion_parameters[
"displacement_absolute_tolerance"].GetDouble()
R_RT = convergence_criterion_parameters[
"residual_relative_tolerance"].GetDouble()
R_AT = convergence_criterion_parameters[
"residual_absolute_tolerance"].GetDouble()
CD_RT = convergence_criterion_parameters[
"contact_displacement_relative_tolerance"].GetDouble()
CD_AT = convergence_criterion_parameters[
"contact_displacement_absolute_tolerance"].GetDouble()
CR_RT = convergence_criterion_parameters[
"contact_residual_relative_tolerance"].GetDouble()
CR_AT = convergence_criterion_parameters[
"contact_residual_absolute_tolerance"].GetDouble()
contact_tolerance = convergence_criterion_parameters[
"contact_tolerance"].GetDouble()
condn_convergence_criterion = convergence_criterion_parameters[
"condn_convergence_criterion"].GetBool()
fancy_convergence_criterion = convergence_criterion_parameters[
"fancy_convergence_criterion"].GetBool()
print_convergence_criterion = convergence_criterion_parameters[
"print_convergence_criterion"].GetBool()
ensure_contact = convergence_criterion_parameters[
"ensure_contact"].GetBool()
if (echo_level >= 1):
print(
"::[Mechanical Solver]:: CONVERGENCE CRITERION : ",
convergence_criterion_parameters["convergence_criterion"].
GetString())
if (fancy_convergence_criterion == True):
table = KratosMultiphysics.TableStreamUtility()
if (convergence_criterion_parameters["convergence_criterion"].
GetString() == "contact_displacement_criterion"):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, D_RT, D_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, D_RT, D_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_parameters["convergence_criterion"].
GetString() == "contact_residual_criterion"):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_parameters["convergence_criterion"].
GetString() == "contact_mixed_criterion"):
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierMixedContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierMixedContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
elif (convergence_criterion_parameters["convergence_criterion"].
GetString() == "contact_and_criterion"):
if (fancy_convergence_criterion == True):
Displacement = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact, table,
print_convergence_criterion)
Residual = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
Displacement = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact)
Residual = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
Displacement.SetEchoLevel(echo_level)
Residual.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KratosMultiphysics.AndCriteria(
Residual, Displacement)
elif (convergence_criterion_parameters["convergence_criterion"].
GetString() == "contact_or_criterion"):
if (fancy_convergence_criterion == True):
Displacement = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact, table,
print_convergence_criterion)
Residual = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact, table,
print_convergence_criterion)
else:
Displacement = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierContactCriteria(
D_RT, D_AT, CD_RT, CD_AT, ensure_contact)
Residual = ContactStructuralMechanicsApplication.DisplacementLagrangeMultiplierResidualContactCriteria(
R_RT, R_AT, CR_RT, CR_AT, ensure_contact)
Displacement.SetEchoLevel(echo_level)
Residual.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KratosMultiphysics.OrCriteria(
Residual, Displacement)
# Adding the mortar criteria
if (convergence_criterion_parameters["mortar_type"].GetString() ==
"ALMContactFrictionless"):
if (fancy_convergence_criterion == True):
Mortar = ContactStructuralMechanicsApplication.ALMFrictionlessMortarConvergenceCriteria(
contact_tolerance, table, print_convergence_criterion)
else:
Mortar = ContactStructuralMechanicsApplication.ALMFrictionlessMortarConvergenceCriteria(
contact_tolerance)
elif (convergence_criterion_parameters["mortar_type"].GetString()
== "ALMContactFrictional"):
if (fancy_convergence_criterion == True):
Mortar = ContactStructuralMechanicsApplication.ALMFrictionalMortarConvergenceCriteria(
contact_tolerance, table, print_convergence_criterion)
else:
Mortar = ContactStructuralMechanicsApplication.ALMFrictionalMortarConvergenceCriteria(
contact_tolerance)
elif ("MeshTying" in
convergence_criterion_parameters["mortar_type"].GetString()):
if (fancy_convergence_criterion == True):
Mortar = ContactStructuralMechanicsApplication.MeshTyingMortarConvergenceCriteria(
table)
else:
Mortar = ContactStructuralMechanicsApplication.MeshTyingMortarConvergenceCriteria(
)
Mortar.SetEchoLevel(echo_level)
if (fancy_convergence_criterion == True):
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.MortarAndConvergenceCriteria(
self.mechanical_convergence_criterion, Mortar, table,
print_convergence_criterion, condn_convergence_criterion)
else:
self.mechanical_convergence_criterion = ContactStructuralMechanicsApplication.MortarAndConvergenceCriteria(
self.mechanical_convergence_criterion, Mortar)
self.mechanical_convergence_criterion.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion.SetActualizeRHSFlag(True)
else: # Standard criteria (same as structural mechanics application)
# Construction of the class convergence_criterion
import convergence_criteria_factory
base_mechanical_convergence_criterion = convergence_criteria_factory.convergence_criterion(
convergence_criterion_parameters)
# Adding the mortar criteria
if (convergence_criterion_parameters["mortar_type"].GetString() ==
"ALMContactFrictionless"):
Mortar = ContactStructuralMechanicsApplication.ALMFrictionlessMortarConvergenceCriteria(
)
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KratosMultiphysics.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
elif (convergence_criterion_parameters["mortar_type"].GetString()
== "ALMContactFrictional"):
Mortar = ContactStructuralMechanicsApplication.ALMFrictionalMortarConvergenceCriteria(
)
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KratosMultiphysics.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)
elif ("MeshTying" in
convergence_criterion_parameters["mortar_type"].GetString()):
Mortar = ContactStructuralMechanicsApplication.MeshTyingMortarConvergenceCriteria(
)
Mortar.SetEchoLevel(echo_level)
self.mechanical_convergence_criterion = KratosMultiphysics.AndCriteria(
base_mechanical_convergence_criterion.
mechanical_convergence_criterion, Mortar)
(self.mechanical_convergence_criterion
).SetActualizeRHSFlag(True)