def setup_problem(self):
"""
Setup the fitting problem.
"""
# Create fitting problem
self.problem.CreateStart(self.problem_user_num,
self.problem_specification)
self.problem.CreateFinish()
self.problem.ControlLoopCreateStart()
self.problem.ControlLoopCreateFinish()
self.solver = iron.Solver()
self.problem.SolversCreateStart()
self.problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1,
self.solver)
# self.solver.OutputTypeSet(iron.SolverOutputTypes.NONE)
self.solver.OutputTypeSet(iron.SolverOutputTypes.PROGRESS)
# self.solver.LinearTypeSet(iron.LinearSolverTypes.DIRECT)
# self.solver.LibraryTypeSet(iron.SolverLibraries.UMFPACK) # UMFPACK/SUPERLU
self.solver.LinearTypeSet(iron.LinearSolverTypes.ITERATIVE)
self.solver.LinearIterativeMaximumIterationsSet(5000)
self.solver.LinearIterativeAbsoluteToleranceSet(1.0E-10)
self.solver.LinearIterativeRelativeToleranceSet(1.0E-05)
self.problem.SolversCreateFinish()
self.solver = iron.Solver()
self.solver_equations = iron.SolverEquations()
self.problem.SolverEquationsCreateStart()
self.problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1,
self.solver)
self.solver.SolverEquationsGet(self.solver_equations)
self.solver_equations.SparsityTypeSet(
iron.SolverEquationsSparsityTypes.SPARSE)
_ = self.solver_equations.EquationsSetAdd(self.equations_set)
self.problem.SolverEquationsCreateFinish()
self.boundary_conditions = iron.BoundaryConditions()
self.solver_equations.BoundaryConditionsCreateStart(
self.boundary_conditions)
# Mapping constraints
if self.dependent_field_mappings:
version = 1
for mapped_node_idx in range(
self.num_mapped_dependent_field_nodes):
for component in range(1, self.num_data_components + 1):
self.boundary_conditions.ConstrainNodeDofsEqual(
self.dependent_field, iron.FieldVariableTypes.U,
version,
iron.GlobalDerivativeConstants.NO_GLOBAL_DERIV,
component, self.mapped_dependent_field_node_nums[
mapped_node_idx, :], 1.0)
self.solver_equations.BoundaryConditionsCreateFinish()
def defineProblemSolver():
# Define the problem
problem = iron.Problem()
problemSpecification = [
iron.ProblemClasses.ELASTICITY,
iron.ProblemTypes.FINITE_ELASTICITY,
iron.ProblemSubtypes.FINITE_ELASTICITY_CELLML
]
problem.CreateStart(problemUserNumber, problemSpecification)
problem.CreateFinish()
# Create control loops
problem.ControlLoopCreateStart()
problem.ControlLoopCreateFinish()
# Create problem solver
nonLinearSolver = iron.Solver()
linearSolver = iron.Solver()
problem.SolversCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1,
nonLinearSolver)
nonLinearSolver.outputType = iron.SolverOutputTypes.PROGRESS
nonLinearSolver.NewtonJacobianCalculationTypeSet(
iron.JacobianCalculationTypes.FD)
nonLinearSolver.NewtonLinearSolverGet(linearSolver)
linearSolver.linearType = iron.LinearSolverTypes.DIRECT
#linearSolver.libraryType = iron.SolverLibraries.LAPACK
problem.SolversCreateFinish()
#Create the problem solver CellML equations
CellMLSolver = iron.Solver()
problem.CellMLEquationsCreateStart()
nonLinearSolver.NewtonCellMLSolverGet(CellMLSolver)
CellMLEquations = iron.CellMLEquations()
CellMLSolver.CellMLEquationsGet(CellMLEquations)
CellMLEquations.CellMLAdd(CellML)
problem.CellMLEquationsCreateFinish()
# Create solver equations and add equations set to solver equations
solver = iron.Solver()
solverEquations = iron.SolverEquations()
problem.SolverEquationsCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, solver)
solver.SolverEquationsGet(solverEquations)
solverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
equationsSetIndex = solverEquations.EquationsSetAdd(equationsSet)
problem.SolverEquationsCreateFinish()
return [problem, solverEquations]
# Create problem solver
dynamicSolver = iron.Solver()
problem.SolversCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, dynamicSolver)
dynamicSolver.outputType = iron.SolverOutputTypes.NONE
linearSolver = iron.Solver()
dynamicSolver.DynamicLinearSolverGet(linearSolver)
linearSolver.outputType = iron.SolverOutputTypes.NONE
linearSolver.linearType = iron.LinearSolverTypes.DIRECT
# linearSolver.LinearIterativeMaximumIterationsSet(1000)
problem.SolversCreateFinish()
# Create solver equations and add equations set to solver equations
solver = iron.Solver()
solverEquations = iron.SolverEquations()
problem.SolverEquationsCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, solver)
solver.SolverEquationsGet(solverEquations)
solverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
equationsSetIndex = solverEquations.EquationsSetAdd(equationsSet)
problem.SolverEquationsCreateFinish()
# Create boundary conditions
boundaryConditions = iron.BoundaryConditions()
solverEquations.BoundaryConditionsCreateStart(boundaryConditions)
# Set maximum concentration (1) for nodes at the inlet
for inlet_node in inlet_node_array:
boundaryConditions.SetNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
int(inlet_node), 1,
def reset_problem(simulation):
"""
Resets the FE model's solvers so there is no data from the previous solve used in the next one.
:param simulation: The simulation which needs its solver reset.
"""
problemUserNumber = 12
numberOfLoadIncrements = 1
NumberOfGaussXi = 4
simulation.problem.Destroy()
simulation.problem = iron.Problem()
simulation.problemSpecification = [iron.ProblemClasses.ELASTICITY,
iron.ProblemTypes.FINITE_ELASTICITY,
iron.ProblemSubtypes.NONE]
simulation.problem.CreateStart(problemUserNumber, simulation.problemSpecification)
simulation.problem.CreateFinish()
# Create the problem control loop
simulation.problem.ControlLoopCreateStart()
simulation.controlLoop = iron.ControlLoop()
simulation.problem.ControlLoopGet([iron.ControlLoopIdentifiers.NODE],simulation.controlLoop)
simulation.controlLoop.MaximumIterationsSet(numberOfLoadIncrements)
simulation.problem.ControlLoopCreateFinish()
simulation.nonLinearSolver = iron.Solver()
simulation.linearSolver = iron.Solver()
simulation.problem.SolversCreateStart()
simulation.problem.SolverGet([iron.ControlLoopIdentifiers.NODE],1,simulation.nonLinearSolver)
if simulation.diagnostics == 4 or simulation.diagnostics == 'Matrix':
simulation.nonLinearSolver.outputType = iron.SolverOutputTypes.MATRIX
elif simulation.diagnostics == 3 or simulation.diagnostics == 'Solver':
simulation.nonLinearSolver.outputType = iron.SolverOutputTypes.SOLVER
elif simulation.diagnostics == 2 or simulation.diagnostics == 'Timing':
simulation.nonLinearSolver.outputType = iron.SolverOutputTypes.TIMING
elif simulation.diagnostics == 1 or simulation.diagnostics == 'Progress':
simulation.nonLinearSolver.outputType = iron.SolverOutputTypes.PROGRESS
else:
simulation.nonLinearSolver.outputType = iron.SolverOutputTypes.NONE
simulation.nonLinearSolver.NewtonJacobianCalculationTypeSet(iron.JacobianCalculationTypes.FD)
simulation.nonLinearSolver.NewtonAbsoluteToleranceSet(1e-9)
simulation.nonLinearSolver.NewtonSolutionToleranceSet(1e-9)
simulation.nonLinearSolver.NewtonRelativeToleranceSet(1e-9)
simulation.nonLinearSolver.NewtonMaximumIterationsSet(int(1e6))
simulation.nonLinearSolver.NewtonMaximumFunctionEvaluationsSet(int(1e6))
simulation.nonLinearSolver.NewtonLinearSolverGet(simulation.linearSolver)
simulation.linearSolver.linearType = iron.LinearSolverTypes.DIRECT
#linearSolver.libraryType = iron.SolverLibraries.LAPACK
simulation.problem.SolversCreateFinish()
simulation.solver = iron.Solver()
simulation.solverEquations = iron.SolverEquations()
simulation.problem.SolverEquationsCreateStart()
simulation.problem.SolverGet([iron.ControlLoopIdentifiers.NODE],1,simulation.solver)
simulation.solver.SolverEquationsGet(simulation.solverEquations)
simulation.solverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
equationsSetIndex = simulation.solverEquations.EquationsSetAdd(simulation.equationsSet)
simulation.problem.SolverEquationsCreateFinish()
simulation.boundaryConditions = iron.BoundaryConditions()
simulation.solverEquations.BoundaryConditionsCreateStart(simulation.boundaryConditions)
numberOfNodes = (NumberOfGaussXi + (NumberOfGaussXi-1)*(simulation.cantilever_elements[0]-1))\
* (NumberOfGaussXi + (NumberOfGaussXi-1)*(simulation.cantilever_elements[1]-1))\
* (NumberOfGaussXi + (NumberOfGaussXi-1)*(simulation.cantilever_elements[2]-1))
for nodeNum in range(1, numberOfNodes+1, (NumberOfGaussXi + (NumberOfGaussXi-1)*(simulation.cantilever_elements[0]-1))):
simulation.boundaryConditions.AddNode(simulation.dependentField, iron.FieldVariableTypes.U, 1, 1, nodeNum, 1, iron.BoundaryConditionsTypes.FIXED, 0.0)
simulation.boundaryConditions.AddNode(simulation.dependentField, iron.FieldVariableTypes.U, 1, 1, nodeNum, 2, iron.BoundaryConditionsTypes.FIXED, 0.0)
simulation.boundaryConditions.AddNode(simulation.dependentField, iron.FieldVariableTypes.U, 1, 1, nodeNum, 3, iron.BoundaryConditionsTypes.FIXED, 0.0)
simulation.solverEquations.BoundaryConditionsCreateFinish()
def solve_model(exportname, model=1, debug=False):
# Setting debug=False will prevent output of solver progress/results to the screen.
if debug:
print("Solving model {0}".format(model))
# Get the number of computational nodes and this computational node number
numberOfComputationalNodes = iron.ComputationalNumberOfNodesGet()
# computationalNodeNumber = iron.ComputationalNodeNumberGet()
# Create a 3D rectangular cartesian coordinate system
coordinateSystem = iron.CoordinateSystem()
coordinateSystem.CreateStart(coordinateSystemUserNumber)
coordinateSystem.DimensionSet(3)
coordinateSystem.CreateFinish()
# Create a region and assign the coordinate system to the region
region = iron.Region()
region.CreateStart(regionUserNumber, iron.WorldRegion)
region.LabelSet("Region")
region.coordinateSystem = coordinateSystem
region.CreateFinish()
# Define basis
basis = iron.Basis()
basis.CreateStart(basisUserNumber)
if InterpolationType in (1, 2, 3, 4):
basis.type = iron.BasisTypes.LAGRANGE_HERMITE_TP
elif InterpolationType in (7, 8, 9):
basis.type = iron.BasisTypes.SIMPLEX
basis.numberOfXi = numberOfXi
basis.interpolationXi = (
[iron.BasisInterpolationSpecifications.LINEAR_LAGRANGE] * numberOfXi)
if (NumberOfGaussXi > 0):
basis.quadratureNumberOfGaussXi = [NumberOfGaussXi] * numberOfXi
basis.CreateFinish()
if (UsePressureBasis):
# Define pressure basis
pressureBasis = iron.Basis()
pressureBasis.CreateStart(pressureBasisUserNumber)
if InterpolationType in (1, 2, 3, 4):
pressureBasis.type = iron.BasisTypes.LAGRANGE_HERMITE_TP
elif InterpolationType in (7, 8, 9):
pressureBasis.type = iron.BasisTypes.SIMPLEX
pressureBasis.numberOfXi = numberOfXi
pressureBasis.interpolationXi = (
[iron.BasisInterpolationSpecifications.LINEAR_LAGRANGE] *
numberOfXi)
if (NumberOfGaussXi > 0):
pressureBasis.quadratureNumberOfGaussXi = [NumberOfGaussXi
] * numberOfXi
pressureBasis.CreateFinish()
# Start the creation of a generated mesh in the region
generatedMesh = iron.GeneratedMesh()
generatedMesh.CreateStart(generatedMeshUserNumber, region)
generatedMesh.type = iron.GeneratedMeshTypes.REGULAR
if (UsePressureBasis):
generatedMesh.basis = [basis, pressureBasis]
else:
generatedMesh.basis = [basis]
generatedMesh.extent = [width, length, height]
generatedMesh.numberOfElements = ([
numberGlobalXElements, numberGlobalYElements, numberGlobalZElements
])
# Finish the creation of a generated mesh in the region
mesh = iron.Mesh()
generatedMesh.CreateFinish(meshUserNumber, mesh)
# Create a decomposition for the mesh
decomposition = iron.Decomposition()
decomposition.CreateStart(decompositionUserNumber, mesh)
decomposition.type = iron.DecompositionTypes.CALCULATED
decomposition.numberOfDomains = numberOfComputationalNodes
decomposition.CreateFinish()
# Create a field for the geometry
geometricField = iron.Field()
geometricField.CreateStart(geometricFieldUserNumber, region)
geometricField.MeshDecompositionSet(decomposition)
geometricField.TypeSet(iron.FieldTypes.GEOMETRIC)
geometricField.VariableLabelSet(iron.FieldVariableTypes.U, "Geometry")
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 1, 1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 2, 1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 3, 1)
if InterpolationType == 4:
geometricField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
geometricField.CreateFinish()
# Update the geometric field parameters from generated mesh
generatedMesh.GeometricParametersCalculate(geometricField)
# Create a fibre field and attach it to the geometric field
fibreField = iron.Field()
fibreField.CreateStart(fibreFieldUserNumber, region)
fibreField.TypeSet(iron.FieldTypes.FIBRE)
fibreField.MeshDecompositionSet(decomposition)
fibreField.GeometricFieldSet(geometricField)
fibreField.VariableLabelSet(iron.FieldVariableTypes.U, "Fibre")
if InterpolationType == 4:
fibreField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
fibreField.CreateFinish()
# Create a deformed geometry field, as Cmgui/Zinc doesn't like displaying
# deformed fibres from the dependent field because it isn't a geometric field.
deformedField = iron.Field()
deformedField.CreateStart(deformedFieldUserNumber, region)
deformedField.MeshDecompositionSet(decomposition)
deformedField.TypeSet(iron.FieldTypes.GEOMETRIC)
deformedField.VariableLabelSet(iron.FieldVariableTypes.U,
"DeformedGeometry")
for component in [1, 2, 3]:
deformedField.ComponentMeshComponentSet(iron.FieldVariableTypes.U,
component, 1)
if InterpolationType == 4:
deformedField.ScalingTypeSet(iron.FieldScalingTypes.ARITHMETIC_MEAN)
deformedField.CreateFinish()
pressureField = iron.Field()
pressureField.CreateStart(pressureFieldUserNumber, region)
pressureField.MeshDecompositionSet(decomposition)
pressureField.VariableLabelSet(iron.FieldVariableTypes.U, "Pressure")
pressureField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 1, 1)
pressureField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 1,
iron.FieldInterpolationTypes.ELEMENT_BASED)
pressureField.NumberOfComponentsSet(iron.FieldVariableTypes.U, 1)
pressureField.CreateFinish()
# Create the equations_set
equationsSetField = iron.Field()
equationsSet = iron.EquationsSet()
problemSpecification = [
iron.ProblemClasses.ELASTICITY, iron.ProblemTypes.FINITE_ELASTICITY,
iron.EquationsSetSubtypes.MOONEY_RIVLIN
]
equationsSet.CreateStart(equationsSetUserNumber, region, fibreField,
problemSpecification, equationsSetFieldUserNumber,
equationsSetField)
equationsSet.CreateFinish()
# Create the dependent field
dependentField = iron.Field()
equationsSet.DependentCreateStart(dependentFieldUserNumber, dependentField)
dependentField.VariableLabelSet(iron.FieldVariableTypes.U, "Dependent")
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 4,
iron.FieldInterpolationTypes.ELEMENT_BASED)
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.DELUDELN, 4,
iron.FieldInterpolationTypes.ELEMENT_BASED)
if (UsePressureBasis):
# Set the pressure to be nodally based and use the second mesh component
if InterpolationType == 4:
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 4,
iron.FieldInterpolationTypes.NODE_BASED)
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.DELUDELN, 4,
iron.FieldInterpolationTypes.NODE_BASED)
dependentField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 4,
2)
dependentField.ComponentMeshComponentSet(
iron.FieldVariableTypes.DELUDELN, 4, 2)
if InterpolationType == 4:
dependentField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
equationsSet.DependentCreateFinish()
# Create the material field
materialField = iron.Field()
equationsSet.MaterialsCreateStart(materialFieldUserNumber, materialField)
materialField.VariableLabelSet(iron.FieldVariableTypes.U, "Material")
equationsSet.MaterialsCreateFinish()
# Set Mooney-Rivlin constants c10 and c01 respectively.
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 1, 1.0)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 2, 0.2)
# Create equations
equations = iron.Equations()
equationsSet.EquationsCreateStart(equations)
equations.sparsityType = iron.EquationsSparsityTypes.SPARSE
equations.outputType = iron.EquationsOutputTypes.NONE
equationsSet.EquationsCreateFinish()
# Initialise dependent field from undeformed geometry and displacement bcs and set hydrostatic pressure
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 1, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 1)
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 2, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 2)
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 3, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 3)
iron.Field.ComponentValuesInitialiseDP(dependentField,
iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES,
4, 0.0)
# Define the problem
problem = iron.Problem()
problemSpecification = [
iron.ProblemClasses.ELASTICITY, iron.ProblemTypes.FINITE_ELASTICITY,
iron.ProblemSubtypes.NONE
]
problem.CreateStart(problemUserNumber, problemSpecification)
problem.CreateFinish()
# Create the problem control loop
problem.ControlLoopCreateStart()
controlLoop = iron.ControlLoop()
problem.ControlLoopGet([iron.ControlLoopIdentifiers.NODE], controlLoop)
controlLoop.MaximumIterationsSet(numberOfLoadIncrements)
problem.ControlLoopCreateFinish()
# Create problem solver
nonLinearSolver = iron.Solver()
linearSolver = iron.Solver()
problem.SolversCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, nonLinearSolver)
if debug:
nonLinearSolver.outputType = iron.SolverOutputTypes.PROGRESS
else:
nonLinearSolver.outputType = iron.SolverOutputTypes.NONE
nonLinearSolver.NewtonJacobianCalculationTypeSet(
iron.JacobianCalculationTypes.EQUATIONS)
nonLinearSolver.NewtonLinearSolverGet(linearSolver)
linearSolver.linearType = iron.LinearSolverTypes.DIRECT
#linearSolver.libraryType = iron.SolverLibraries.LAPACK
problem.SolversCreateFinish()
# Create solver equations and add equations set to solver equations
solver = iron.Solver()
solverEquations = iron.SolverEquations()
problem.SolverEquationsCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, solver)
solver.SolverEquationsGet(solverEquations)
solverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
_ = solverEquations.EquationsSetAdd(equationsSet)
problem.SolverEquationsCreateFinish()
# Prescribe boundary conditions (absolute nodal parameters)
boundaryConditions = iron.BoundaryConditions()
solverEquations.BoundaryConditionsCreateStart(boundaryConditions)
if model == 1:
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
p = -2. * -0.1056E+01
elif model == 2:
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Y,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, Y,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, Y,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, Y,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
p = -2. * -0.6656E+00
elif model == 3:
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
p = -2. * -0.1450E+01
elif model == 4:
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Z,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, Z,
iron.BoundaryConditionsTypes.FIXED, 0.5)
p = -2. * -0.1056E+01
elif model == 5:
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, X,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, X,
iron.BoundaryConditionsTypes.FIXED, 0.5)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, X,
iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, X,
iron.BoundaryConditionsTypes.FIXED, 0.75)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, X,
iron.BoundaryConditionsTypes.FIXED, 0.75)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Y,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 1, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 2, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 3, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 4, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 5, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 6, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 7, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U,
1, 1, 8, Z,
iron.BoundaryConditionsTypes.FIXED, 0.0)
p = -2. * -0.1000E+01
solverEquations.BoundaryConditionsCreateFinish()
# Solve the problem
problem.Solve()
# Copy deformed geometry into deformed field
for component in [1, 2, 3]:
dependentField.ParametersToFieldParametersComponentCopy(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES,
component, deformedField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, component)
# Copy pressure into pressure field
dependentField.ParametersToFieldParametersComponentCopy(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 4,
pressureField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 1)
# Export results
fields = iron.Fields()
fields.CreateRegion(region)
fields.NodesExport(exportname, "FORTRAN")
fields.ElementsExport(exportname, "FORTRAN")
fields.Finalise()
results = {}
elementNumber = 1
xiPosition = [0.5, 0.5, 0.5]
F = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.DEFORMATION_GRADIENT,
elementNumber, xiPosition, (3, 3))
results['Deformation Gradient Tensor'] = F
if debug:
print("Deformation Gradient Tensor")
print(F)
C = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.R_CAUCHY_GREEN_DEFORMATION,
elementNumber, xiPosition, (3, 3))
results['Right Cauchy-Green Deformation Tensor'] = C
if debug:
print("Right Cauchy-Green Deformation Tensor")
print(C)
E = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.GREEN_LAGRANGE_STRAIN,
elementNumber, xiPosition, (3, 3))
results['Green-Lagrange Strain Tensor'] = E
if debug:
print("Green-Lagrange Strain Tensor")
print(E)
I1 = numpy.trace(C)
I2 = 0.5 * (numpy.trace(C)**2. - numpy.tensordot(C, C))
I3 = numpy.linalg.det(C)
results['Invariants'] = [I1, I2, I3]
if debug:
print("Invariants")
print("I1={0}, I2={1}, I3={2}".format(I1, I2, I3))
TC = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.CAUCHY_STRESS, elementNumber,
xiPosition, (3, 3))
results['Cauchy Stress Tensor'] = TC
if debug:
print("Cauchy Stress Tensor")
print(TC)
# Output of Second Piola-Kirchhoff Stress Tensor not implemented. It is
# instead, calculated from TG=J*F^(-1)*TC*F^(-T), where T indicates the
# transpose fo the matrix.
#TG = equationsSet.TensorInterpolateXi(
# iron.EquationsSetTensorEvaluateTypes.SECOND_PK_STRESS,
# elementNumber, xiPosition,(3,3))
#J=1. #Assumes J=1
TG = numpy.dot(numpy.linalg.inv(F),
numpy.dot(TC, numpy.linalg.inv(numpy.matrix.transpose(F))))
results['Second Piola-Kirchhoff Stress Tensor'] = TG
if debug:
print("Second Piola-Kirchhoff Stress Tensor")
print(TG)
# Note that the hydrostatic pressure value is different from the value quoted
# in the original lab instructions. This is because the stress has been
# evaluated using modified invariants (isochoric invariants)
#p = dependentField.ParameterSetGetElement(
# iron.FieldVariableTypes.U,
# iron.FieldParameterSetTypes.VALUES,elementNumber,4)
results['Hydrostatic pressure'] = p
if debug:
print("Hydrostatic pressure")
print(p)
problem.Destroy()
coordinateSystem.Destroy()
region.Destroy()
basis.Destroy()
return results
def solve_model(exportname, model=1, debug=False):
# Setting debug=False will prevent output of solver progress/results to the screen.
if debug:
print("Solving model {0}".format(model))
# Get the number of computational nodes and this computational node number
numberOfComputationalNodes = iron.ComputationalNumberOfNodesGet()
# computationalNodeNumber = iron.ComputationalNodeNumberGet()
# Create a 3D rectangular cartesian coordinate system
coordinateSystem = iron.CoordinateSystem()
coordinateSystem.CreateStart(coordinateSystemUserNumber)
coordinateSystem.DimensionSet(3)
coordinateSystem.CreateFinish()
# Create a region and assign the coordinate system to the region
region = iron.Region()
region.CreateStart(regionUserNumber, iron.WorldRegion)
region.LabelSet("Region")
region.coordinateSystem = coordinateSystem
region.CreateFinish()
# Define basis
basis = iron.Basis()
basis.CreateStart(basisUserNumber)
if InterpolationType in (1, 2, 3, 4):
basis.type = iron.BasisTypes.LAGRANGE_HERMITE_TP
elif InterpolationType in (7, 8, 9):
basis.type = iron.BasisTypes.SIMPLEX
basis.numberOfXi = numberOfXi
basis.interpolationXi = (
[iron.BasisInterpolationSpecifications.LINEAR_LAGRANGE] * numberOfXi)
if (NumberOfGaussXi > 0):
basis.quadratureNumberOfGaussXi = [NumberOfGaussXi] * numberOfXi
basis.CreateFinish()
if (UsePressureBasis):
# Define pressure basis
pressureBasis = iron.Basis()
pressureBasis.CreateStart(pressureBasisUserNumber)
if InterpolationType in (1, 2, 3, 4):
pressureBasis.type = iron.BasisTypes.LAGRANGE_HERMITE_TP
elif InterpolationType in (7, 8, 9):
pressureBasis.type = iron.BasisTypes.SIMPLEX
pressureBasis.numberOfXi = numberOfXi
pressureBasis.interpolationXi = (
[iron.BasisInterpolationSpecifications.LINEAR_LAGRANGE] *
numberOfXi)
if (NumberOfGaussXi > 0):
pressureBasis.quadratureNumberOfGaussXi = [NumberOfGaussXi
] * numberOfXi
pressureBasis.CreateFinish()
# Start the creation of a generated mesh in the region
generatedMesh = iron.GeneratedMesh()
generatedMesh.CreateStart(generatedMeshUserNumber, region)
generatedMesh.type = iron.GeneratedMeshTypes.REGULAR
if (UsePressureBasis):
generatedMesh.basis = [basis, pressureBasis]
else:
generatedMesh.basis = [basis]
generatedMesh.extent = [width, length, height]
generatedMesh.numberOfElements = ([
numberGlobalXElements, numberGlobalYElements, numberGlobalZElements
])
# Finish the creation of a generated mesh in the region
mesh = iron.Mesh()
generatedMesh.CreateFinish(meshUserNumber, mesh)
# Create a decomposition for the mesh
decomposition = iron.Decomposition()
decomposition.CreateStart(decompositionUserNumber, mesh)
decomposition.type = iron.DecompositionTypes.CALCULATED
decomposition.numberOfDomains = numberOfComputationalNodes
decomposition.CreateFinish()
# Create a field for the geometry
geometricField = iron.Field()
geometricField.CreateStart(geometricFieldUserNumber, region)
geometricField.MeshDecompositionSet(decomposition)
geometricField.TypeSet(iron.FieldTypes.GEOMETRIC)
geometricField.VariableLabelSet(iron.FieldVariableTypes.U, "Geometry")
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 1, 1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 2, 1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 3, 1)
if InterpolationType == 4:
geometricField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
geometricField.CreateFinish()
# Update the geometric field parameters from generated mesh
generatedMesh.GeometricParametersCalculate(geometricField)
# Create a fibre field and attach it to the geometric field
fibreField = iron.Field()
fibreField.CreateStart(fibreFieldUserNumber, region)
fibreField.TypeSet(iron.FieldTypes.FIBRE)
fibreField.MeshDecompositionSet(decomposition)
fibreField.GeometricFieldSet(geometricField)
fibreField.VariableLabelSet(iron.FieldVariableTypes.U, "Fibre")
if InterpolationType == 4:
fibreField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
fibreField.CreateFinish()
# Create a deformed geometry field, as Cmgui/Zinc doesn't like displaying
# deformed fibres from the dependent field because it isn't a geometric field.
deformedField = iron.Field()
deformedField.CreateStart(deformedFieldUserNumber, region)
deformedField.MeshDecompositionSet(decomposition)
deformedField.TypeSet(iron.FieldTypes.GEOMETRIC)
deformedField.VariableLabelSet(iron.FieldVariableTypes.U,
"DeformedGeometry")
for component in [1, 2, 3]:
deformedField.ComponentMeshComponentSet(iron.FieldVariableTypes.U,
component, 1)
if InterpolationType == 4:
deformedField.ScalingTypeSet(iron.FieldScalingTypes.ARITHMETIC_MEAN)
deformedField.CreateFinish()
pressureField = iron.Field()
pressureField.CreateStart(pressureFieldUserNumber, region)
pressureField.MeshDecompositionSet(decomposition)
pressureField.VariableLabelSet(iron.FieldVariableTypes.U, "Pressure")
pressureField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 1, 1)
pressureField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 1,
iron.FieldInterpolationTypes.ELEMENT_BASED)
pressureField.NumberOfComponentsSet(iron.FieldVariableTypes.U, 1)
pressureField.CreateFinish()
# Create the equations_set
equationsSetField = iron.Field()
equationsSet = iron.EquationsSet()
problemSpecification = [
iron.ProblemClasses.ELASTICITY, iron.ProblemTypes.FINITE_ELASTICITY,
iron.EquationsSetSubtypes.ORTHOTROPIC_MATERIAL_COSTA
]
equationsSet.CreateStart(equationsSetUserNumber, region, fibreField,
problemSpecification, equationsSetFieldUserNumber,
equationsSetField)
equationsSet.CreateFinish()
# Create the dependent field
dependentField = iron.Field()
equationsSet.DependentCreateStart(dependentFieldUserNumber, dependentField)
dependentField.VariableLabelSet(iron.FieldVariableTypes.U, "Dependent")
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 4,
iron.FieldInterpolationTypes.ELEMENT_BASED)
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.DELUDELN, 4,
iron.FieldInterpolationTypes.ELEMENT_BASED)
if (UsePressureBasis):
# Set the pressure to be nodally based and use the second mesh component
if InterpolationType == 4:
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, 4,
iron.FieldInterpolationTypes.NODE_BASED)
dependentField.ComponentInterpolationSet(
iron.FieldVariableTypes.DELUDELN, 4,
iron.FieldInterpolationTypes.NODE_BASED)
dependentField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 4,
2)
dependentField.ComponentMeshComponentSet(
iron.FieldVariableTypes.DELUDELN, 4, 2)
if InterpolationType == 4:
dependentField.fieldScalingType = iron.FieldScalingTypes.ARITHMETIC_MEAN
equationsSet.DependentCreateFinish()
# Create the material field
materialField = iron.Field()
equationsSet.MaterialsCreateStart(materialFieldUserNumber, materialField)
materialField.VariableLabelSet(iron.FieldVariableTypes.U, "Material")
equationsSet.MaterialsCreateFinish()
# Set Costa constitutive relation parameters.
# Q=[c_ff 2c_fs 2c_fn c_ss 2c_ns c_nn]' * [E_ff E_fs E_fn E_ss E_sn E_nn].^2;
if model in [1, 3, 4]:
c_1 = 0.0475
c_ff = 15.25
c_fs = 6.05
c_fn = c_fs
c_ss = c_ff
c_sn = c_fs
c_nn = c_ff
elif model in [2, 5, 6]:
c_1 = 0.0475
c_ff = 15.25
c_fs = 6.95
c_fn = 6.05
c_ss = 6.8
c_sn = 4.93
c_nn = 8.9
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 1, c_1)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 2, c_ff)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 3, c_fs)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 4, c_fn)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 5, c_ss)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 6, c_sn)
materialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 7, c_nn)
if model in [1, 2]:
angle = numpy.deg2rad(0.)
elif model == 3:
angle = numpy.deg2rad(30.)
elif model in [4, 5]:
angle = numpy.deg2rad(45.)
elif model == 6:
angle = numpy.deg2rad(90.)
fibreField.ComponentValuesInitialiseDP(iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES,
1, angle)
# Create equations
equations = iron.Equations()
equationsSet.EquationsCreateStart(equations)
equations.sparsityType = iron.EquationsSparsityTypes.SPARSE
equations.outputType = iron.EquationsOutputTypes.NONE
equationsSet.EquationsCreateFinish()
# Initialise dependent field from undeformed geometry and displacement bcs and set hydrostatic pressure
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 1, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 1)
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 2, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 2)
iron.Field.ParametersToFieldParametersComponentCopy(
geometricField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 3, dependentField,
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 3)
iron.Field.ComponentValuesInitialiseDP(dependentField,
iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES,
4, 0.0)
# Define the problem
problem = iron.Problem()
problemSpecification = [
iron.ProblemClasses.ELASTICITY, iron.ProblemTypes.FINITE_ELASTICITY,
iron.ProblemSubtypes.NONE
]
problem.CreateStart(problemUserNumber, problemSpecification)
problem.CreateFinish()
# Create the problem control loop
problem.ControlLoopCreateStart()
controlLoop = iron.ControlLoop()
problem.ControlLoopGet([iron.ControlLoopIdentifiers.NODE], controlLoop)
controlLoop.MaximumIterationsSet(numberOfLoadIncrements)
problem.ControlLoopCreateFinish()
# Create problem solver
nonLinearSolver = iron.Solver()
linearSolver = iron.Solver()
problem.SolversCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, nonLinearSolver)
if debug:
nonLinearSolver.outputType = iron.SolverOutputTypes.PROGRESS
else:
nonLinearSolver.outputType = iron.SolverOutputTypes.NONE
nonLinearSolver.NewtonJacobianCalculationTypeSet(
iron.JacobianCalculationTypes.EQUATIONS)
nonLinearSolver.NewtonLinearSolverGet(linearSolver)
linearSolver.linearType = iron.LinearSolverTypes.DIRECT
#linearSolver.libraryType = iron.SolverLibraries.LAPACK
problem.SolversCreateFinish()
# Create solver equations and add equations set to solver equations
solver = iron.Solver()
solverEquations = iron.SolverEquations()
problem.SolverEquationsCreateStart()
problem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1, solver)
solver.SolverEquationsGet(solverEquations)
solverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
_ = solverEquations.EquationsSetAdd(equationsSet)
problem.SolverEquationsCreateFinish()
# Prescribe boundary conditions (absolute nodal parameters)
boundaryConditions = iron.BoundaryConditions()
solverEquations.BoundaryConditionsCreateStart(boundaryConditions)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
1, X, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
3, X, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
5, X, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
7, X, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
2, X, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
4, X, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
6, X, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
8, X, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
1, Y, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
2, Y, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
5, Y, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
6, Y, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
3, Y, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
4, Y, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
7, Y, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
8, Y, iron.BoundaryConditionsTypes.FIXED, 0.25)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
1, Z, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
2, Z, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
3, Z, iron.BoundaryConditionsTypes.FIXED, 0.0)
boundaryConditions.AddNode(dependentField, iron.FieldVariableTypes.U, 1, 1,
4, Z, iron.BoundaryConditionsTypes.FIXED, 0.0)
solverEquations.BoundaryConditionsCreateFinish()
# Solve the problem
problem.Solve()
# Copy deformed geometry into deformed field
for component in [1, 2, 3]:
dependentField.ParametersToFieldParametersComponentCopy(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES,
component, deformedField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, component)
# Copy pressure into pressure field
dependentField.ParametersToFieldParametersComponentCopy(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 4,
pressureField, iron.FieldVariableTypes.U,
iron.FieldParameterSetTypes.VALUES, 1)
# Export results
fields = iron.Fields()
fields.CreateRegion(region)
fields.NodesExport(exportname, "FORTRAN")
fields.ElementsExport(exportname, "FORTRAN")
fields.Finalise()
Q = numpy.array([[numpy.cos(angle), -numpy.sin(angle), 0.],
[numpy.sin(angle), numpy.cos(angle), 0.], [0., 0., 1.]])
results = {}
elementNumber = 1
xiPosition = [0.5, 0.5, 0.5]
# Note that there seems to be a bug with F in OpenCMISS when fibre angles are specified in x1-x2 plane
#F = equationsSet.TensorInterpolateXi(
# iron.EquationsSetTensorEvaluateTypes.DEFORMATION_GRADIENT,
# elementNumber, xiPosition,(3,3))
Ffib = numpy.array([[0.1250E+01, 0., 0.], [0., 0.1250E+01, 0.],
[0., 0., 0.6400E+00]])
Fref = Ffib
results["Deformation gradient tensor (fibre coordinate system)"] = Ffib
results["Deformation gradient tensor (reference coordinate system)"] = Fref
if debug:
print("Deformation gradient tensor (fibre coordinate system)")
print(Ffib)
print("Deformation gradient tensor (reference coordinate system)")
print(Fref)
Cfib = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.R_CAUCHY_GREEN_DEFORMATION,
elementNumber, xiPosition, (3, 3))
Cref = Cfib
results[
"Right Cauchy-Green deformation tensor (fibre coordinate system)"] = Cfib
results[
"Right Cauchy-Green deformation tensor (reference coordinate system)"] = Cref
if debug:
print(
"Right Cauchy-Green deformation tensor (fibre coordinate system)")
print(Cfib)
print(
"Right Cauchy-Green deformation tensor (reference coordinate system)"
)
print(Cref)
Efib = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.GREEN_LAGRANGE_STRAIN,
elementNumber, xiPosition, (3, 3))
results["Green-Lagrange strain tensor (fibre coordinate system)"] = Efib
if debug:
print("Green-Lagrange strain tensor (fibre coordinate system)")
print(Efib)
Eref = numpy.dot(Q, numpy.dot(Efib, numpy.matrix.transpose(Q)))
results[
"Green-Lagrange strain tensor (reference coordinate system)"] = Eref
if debug:
print("Green-Lagrange strain tensor (reference coordinate system)")
print(Eref)
I1 = numpy.trace(Cfib)
I2 = 0.5 * (numpy.trace(Cfib)**2. - numpy.tensordot(Cfib, Cfib))
I3 = numpy.linalg.det(Cfib)
results["Invariants of Cfib (fibre coordinate system)"] = [I1, I2, I3]
if debug:
print("Invariants of Cfib (fibre coordinate system)")
print("I1={0}, I2={1}, I3={2}".format(I1, I2, I3))
I1 = numpy.trace(Cref)
I2 = 0.5 * (numpy.trace(Cref)**2. - numpy.tensordot(Cref, Cref))
I3 = numpy.linalg.det(Cref)
results["Invariants of Cref (reference coordinate system)"] = [I1, I2, I3]
if debug:
print("Invariants of Cref (reference coordinate system)")
print("I1={0}, I2={1}, I3={2}".format(I1, I2, I3))
TCref = equationsSet.TensorInterpolateXi(
iron.EquationsSetTensorEvaluateTypes.CAUCHY_STRESS, elementNumber,
xiPosition, (3, 3))
results["Cauchy stress tensor (reference coordinate system)"] = TCref
if debug:
print("Cauchy stress tensor (reference coordinate system)")
print(TCref)
# Output of Second Piola-Kirchhoff Stress Tensor not implemented. It is
# instead, calculated from TG=J*F^(-1)*TC*F^(-T), where T indicates the
# transpose fo the matrix.
#TG = equationsSet.TensorInterpolateXi(
# iron.EquationsSetTensorEvaluateTypes.SECOND_PK_STRESS,
# elementNumber, xiPosition,(3,3))
#J=1. #Assumes J=1
TGref = numpy.dot(
numpy.linalg.inv(Fref),
numpy.dot(TCref, numpy.linalg.inv(numpy.matrix.transpose(Fref))))
results[
"Second Piola-Kirchhoff stress tensor (reference coordinate system)"] = TGref
if debug:
print(
"Second Piola-Kirchhoff stress tensor (reference coordinate system)"
)
print(TGref)
TGfib = numpy.dot(numpy.matrix.transpose(Q), numpy.dot(TGref, Q))
results[
"Second Piola-Kirchhoff stress tensor (fibre coordinate system)"] = TGfib
if debug:
print("Second Piola-Kirchhoff stress tensor (fibre coordinate system)")
print(TGfib)
# Note that the hydrostatic pressure value is different from the value quoted
# in the original lab instructions. This is because the stress has been
# evaluated using modified invariants (isochoric invariants)
p = -dependentField.ParameterSetGetElement(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES,
elementNumber, 4)
results["Hydrostatic pressure"] = p
if debug:
print("Hydrostatic pressure")
print(p)
problem.Destroy()
coordinateSystem.Destroy()
region.Destroy()
basis.Destroy()
return results
elasticityProblem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1,
elasticityNonLinearSolver)
elasticityNonLinearSolver.outputType = iron.SolverOutputTypes.MONITOR
#elasticityNonLinearSolver.outputType = iron.SolverOutputTypes.PROGRESS
#elasticityNonLinearSolver.outputType = iron.SolverOutputTypes.MATRIX
elasticityNonLinearSolver.NewtonJacobianCalculationTypeSet(
iron.JacobianCalculationTypes.FD)
elasticityNonLinearSolver.NewtonAbsoluteToleranceSet(1e-14)
elasticityNonLinearSolver.NewtonSolutionToleranceSet(1e-14)
elasticityNonLinearSolver.NewtonRelativeToleranceSet(1e-14)
elasticityNonLinearSolver.NewtonLinearSolverGet(elasticityLinearSolver)
#elasticityLinearSolver.linearType = iron.LinearSolverTypes.DIRECT
elasticityProblem.SolversCreateFinish()
# Create elasticity solver equations and add elasticity equations set to solver equations
elasticitySolverEquations = iron.SolverEquations()
elasticityProblem.SolverEquationsCreateStart()
elasticityNonLinearSolver.SolverEquationsGet(elasticitySolverEquations)
elasticitySolverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
elasticityEquationsSetIndex = elasticitySolverEquations.EquationsSetAdd(
elasticityEquationsSet)
elasticityProblem.SolverEquationsCreateFinish()
# Prescribe boundary conditions (absolute nodal parameters)
elasticityBoundaryConditions = iron.BoundaryConditions()
elasticitySolverEquations.BoundaryConditionsCreateStart(
elasticityBoundaryConditions)
for widthNodeIdx in range(1, numberOfXNodes + 1):
for heightNodeIdx in range(1, numberOfYNodes + 1):
# Set left hand build in nodes ot no displacement
def setupProblem(self, showProgress=False):
# Number of Gauss points used
numberOfGaussXi = 3
numberOfCircumfrentialElements = self.circumferentialElements
numberOfLengthElements = self.axialElements
numberOfLengthNodes = self.axialElements + 1
numberOfCircumfrentialNodes = numberOfCircumfrentialElements
numberOfWallNodes = self.wallElements + 1
numberOfWallElements = self.wallElements
coordinateSystemUserNumber = 1
regionUserNumber = 1
tricubicHermiteBasisUserNumber = 1
meshUserNumber = 1
decompositionUserNumber = 1
geometricFieldUserNumber = 1
tau = 0.1
kappa = 0.05
lambdaFieldUserNumber = 12
fittingEquationsSetUserNumber = 13
fittingEquationsSetFieldUserNumber = 14
fittingDependentFieldUserNumber = 15
fittingIndependentFieldUserNumber = 16
fittingMaterialsFieldUserNumber = 17
fittingProblemUserNumber = 18
# Get the number of computational nodes and this computational node number
numberOfComputationalNodes = iron.ComputationalNumberOfNodesGet()
# Create a 3D rectangular cartesian coordinate system
coordinateSystem = iron.CoordinateSystem()
coordinateSystem.CreateStart(coordinateSystemUserNumber)
# Set the number of dimensions to 3
coordinateSystem.DimensionSet(3)
# Finish the creation of the coordinate system
coordinateSystem.CreateFinish()
# Create a region and assign the coordinate system to the region
region = iron.Region()
region.CreateStart(regionUserNumber, iron.WorldRegion)
region.LabelSet("HeartTubeRegion")
# Set the regions coordinate system to the 3D RC coordinate system that we have created
region.coordinateSystem = coordinateSystem
# Finish the creation of the region
region.CreateFinish()
self.region = region
# Define basis
# Start the creation of a tricubic Hermite basis function
tricubicHermiteBasis = iron.Basis()
tricubicHermiteBasis.CreateStart(tricubicHermiteBasisUserNumber)
tricubicHermiteBasis.type = iron.BasisTypes.LAGRANGE_HERMITE_TP
tricubicHermiteBasis.numberOfXi = 3
tricubicHermiteBasis.interpolationXi = [
iron.BasisInterpolationSpecifications.CUBIC_HERMITE
] * 3
tricubicHermiteBasis.quadratureNumberOfGaussXi = [numberOfGaussXi] * 3
tricubicHermiteBasis.CreateFinish()
# Start the creation of a manually generated mesh in the region
numberOfNodes = numberOfCircumfrentialElements * (
numberOfLengthElements + 1) * (numberOfWallElements + 1)
numberOfElements = numberOfCircumfrentialElements * numberOfLengthElements * numberOfWallElements
# Define nodes for the mesh
nodes = iron.Nodes()
nodes.CreateStart(region, numberOfNodes)
nodes.CreateFinish()
mesh = iron.Mesh()
# Create the mesh. The mesh will have two components - 1. tricubic Hermite elements; 2. trilinear Lagrange elements
mesh.CreateStart(meshUserNumber, region, 3)
mesh.NumberOfComponentsSet(1)
mesh.NumberOfElementsSet(numberOfElements)
tricubicHermiteElements = iron.MeshElements()
tricubicHermiteElements.CreateStart(mesh, 1, tricubicHermiteBasis)
elementNumber = 0
for wallElementIdx in range(1, numberOfWallElements + 1):
for lengthElementIdx in range(1, numberOfLengthElements + 1):
for circumfrentialElementIdx in range(
1, numberOfCircumfrentialElements + 1):
elementNumber = elementNumber + 1
localNode1 = circumfrentialElementIdx + (lengthElementIdx-1)*numberOfCircumfrentialNodes + \
(wallElementIdx-1)*numberOfCircumfrentialNodes*numberOfLengthNodes
if circumfrentialElementIdx == numberOfCircumfrentialElements:
localNode2 = 1 + (lengthElementIdx-1)*numberOfCircumfrentialNodes + \
(wallElementIdx-1)*numberOfCircumfrentialNodes*numberOfLengthNodes
else:
localNode2 = localNode1 + 1
localNode3 = localNode1 + numberOfCircumfrentialNodes
localNode4 = localNode2 + numberOfCircumfrentialNodes
localNode5 = localNode1 + numberOfCircumfrentialNodes * numberOfLengthNodes
localNode6 = localNode2 + numberOfCircumfrentialNodes * numberOfLengthNodes
localNode7 = localNode3 + numberOfCircumfrentialNodes * numberOfLengthNodes
localNode8 = localNode4 + numberOfCircumfrentialNodes * numberOfLengthNodes
localNodes = [
localNode1, localNode2, localNode3, localNode4,
localNode5, localNode6, localNode7, localNode8
]
tricubicHermiteElements.NodesSet(elementNumber, localNodes)
tricubicHermiteElements.CreateFinish()
# Finish the mesh creation
mesh.CreateFinish()
# Create a decomposition for the mesh
decomposition = iron.Decomposition()
decomposition.CreateStart(decompositionUserNumber, mesh)
# Set the decomposition to be a general decomposition with the specified number of domains
decomposition.type = iron.DecompositionTypes.CALCULATED
decomposition.numberOfDomains = numberOfComputationalNodes
# Finish the decomposition
decomposition.CreateFinish()
# Create a field for the geometry
geometricField = iron.Field()
geometricField.CreateStart(geometricFieldUserNumber, region)
# Set the decomposition to use
geometricField.MeshDecompositionSet(decomposition)
geometricField.TypeSet(iron.FieldTypes.GEOMETRIC)
# Set the field label
geometricField.VariableLabelSet(iron.FieldVariableTypes.U, "Geometry")
# Set the domain to be used by the field components to be tricubic Hermite
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 1,
1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 2,
1)
geometricField.ComponentMeshComponentSet(iron.FieldVariableTypes.U, 3,
1)
# Set the scaling type
geometricField.ScalingTypeSet(iron.FieldScalingTypes.UNIT)
# Finish creating the field
geometricField.CreateFinish()
self.setupGeometry(geometricField)
# Update the geometric field
geometricField.ParameterSetUpdateStart(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES)
geometricField.ParameterSetUpdateFinish(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES)
lambdaField = iron.Field()
lambdaField.CreateStart(lambdaFieldUserNumber, region)
lambdaField.TypeSet(iron.FieldTypes.GENERAL)
# Set the decomposition
lambdaField.MeshDecompositionSet(decomposition)
# Set the geometric field
lambdaField.GeometricFieldSet(geometricField)
lambdaField.ScalingTypeSet(iron.FieldScalingTypes.NONE)
# Set the field variables
lambdaField.NumberOfVariablesSet(1)
lambdaField.VariableTypesSet([iron.FieldVariableTypes.U])
# Set the variable label
lambdaField.VariableLabelSet(iron.FieldVariableTypes.U, "NodeLambda")
# Set the components to be tricubic-hermite
lambdaField.NumberOfComponentsSet(iron.FieldVariableTypes.U, 9)
for comp in range(1, 10):
lambdaField.ComponentMeshComponentSet(iron.FieldVariableTypes.U,
comp, 1)
# Set the interpolation types
lambdaField.ComponentInterpolationSet(
iron.FieldVariableTypes.U, comp,
iron.FieldInterpolationTypes.NODE_BASED)
lambdaField.ScalingTypeSet(iron.FieldScalingTypes.UNIT)
lambdaField.CreateFinish()
# Initialise the lambda field
for comp in range(1, 10):
lambdaField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES,
comp, 0.0)
# Create Gauss point fitting equations set
fittingEquationsSetSpecification = [
iron.EquationsSetClasses.FITTING,
iron.EquationsSetTypes.GAUSS_FITTING_EQUATION,
iron.EquationsSetSubtypes.GAUSS_POINT_FITTING,
iron.EquationsSetFittingSmoothingTypes.SOBOLEV_VALUE
]
fittingEquationsSetField = iron.Field()
fittingEquationsSet = iron.EquationsSet()
fittingEquationsSet.CreateStart(fittingEquationsSetUserNumber, region,
geometricField,
fittingEquationsSetSpecification,
fittingEquationsSetFieldUserNumber,
fittingEquationsSetField)
fittingEquationsSet.CreateFinish()
# Create the fitting dependent field
fittingDependentField = iron.Field()
fittingEquationsSet.DependentCreateStart(
fittingDependentFieldUserNumber, fittingDependentField)
fittingDependentField.VariableLabelSet(iron.FieldVariableTypes.U,
"FittingU")
fittingDependentField.VariableLabelSet(
iron.FieldVariableTypes.DELUDELN, "FittingDelUdelN")
# Set the number of components to 9
fittingDependentField.NumberOfComponentsSet(iron.FieldVariableTypes.U,
9)
fittingDependentField.NumberOfComponentsSet(
iron.FieldVariableTypes.DELUDELN, 9)
# Set the field variables to be tricubic hermite
for comp in range(1, 10):
fittingDependentField.ComponentMeshComponentSet(
iron.FieldVariableTypes.U, comp, 1)
fittingDependentField.ComponentMeshComponentSet(
iron.FieldVariableTypes.DELUDELN, comp, 1)
# Finish creating the fitting dependent field
fittingEquationsSet.DependentCreateFinish()
# Create the fitting independent field
fittingIndependentField = iron.Field()
fittingEquationsSet.IndependentCreateStart(
fittingIndependentFieldUserNumber, fittingIndependentField)
fittingIndependentField.VariableLabelSet(iron.FieldVariableTypes.U,
"GaussLambda")
fittingIndependentField.VariableLabelSet(iron.FieldVariableTypes.V,
"LambdaWeight")
# Set the number of components to 9
fittingIndependentField.NumberOfComponentsSet(
iron.FieldVariableTypes.U, 9)
fittingIndependentField.NumberOfComponentsSet(
iron.FieldVariableTypes.V, 9)
# Finish creating the fitting independent field
fittingEquationsSet.IndependentCreateFinish()
# Initialise data point vector field to 0.0
for comp in range(1, 10):
fittingIndependentField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES,
comp, 0.0)
# Initialise data point weight field to 1.0
fittingIndependentField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.V, iron.FieldParameterSetTypes.VALUES,
comp, 1.0)
# Create material field (Sobolev parameters)
fittingMaterialField = iron.Field()
fittingEquationsSet.MaterialsCreateStart(
fittingMaterialsFieldUserNumber, fittingMaterialField)
fittingMaterialField.VariableLabelSet(iron.FieldVariableTypes.U,
"SmoothingParameters")
fittingEquationsSet.MaterialsCreateFinish()
# Set kappa and tau - Sobolev smoothing parameters
fittingMaterialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 1,
tau)
fittingMaterialField.ComponentValuesInitialiseDP(
iron.FieldVariableTypes.U, iron.FieldParameterSetTypes.VALUES, 2,
kappa)
# Create the fitting equations
fittingEquations = iron.Equations()
fittingEquationsSet.EquationsCreateStart(fittingEquations)
# Set the fitting equations sparsity type
fittingEquations.sparsityType = iron.EquationsSparsityTypes.SPARSE
# Set the fitting equations output type to none
fittingEquations.outputType = iron.EquationsOutputTypes.NONE
# Finish creating the fitting equations
fittingEquationsSet.EquationsCreateFinish()
# Create fitting problem
fittingProblemSpecification = [
iron.ProblemClasses.FITTING, iron.ProblemTypes.DATA_FITTING,
iron.ProblemSubtypes.STATIC_FITTING
]
fittingProblem = iron.Problem()
fittingProblem.CreateStart(fittingProblemUserNumber,
fittingProblemSpecification)
fittingProblem.CreateFinish()
# Create control loops
fittingProblem.ControlLoopCreateStart()
fittingProblem.ControlLoopCreateFinish()
# Create problem solver
fittingSolver = iron.Solver()
fittingProblem.SolversCreateStart()
fittingProblem.SolverGet([iron.ControlLoopIdentifiers.NODE], 1,
fittingSolver)
fittingSolver.outputType = iron.SolverOutputTypes.NONE
fittingProblem.SolversCreateFinish()
# Create fitting solver equations and add fitting equations set to solver equations
fittingSolverEquations = iron.SolverEquations()
fittingProblem.SolverEquationsCreateStart()
# Get the solver equations
fittingSolver.SolverEquationsGet(fittingSolverEquations)
fittingSolverEquations.sparsityType = iron.SolverEquationsSparsityTypes.SPARSE
fittingEquationsSetIndex = fittingSolverEquations.EquationsSetAdd(
fittingEquationsSet)
fittingProblem.SolverEquationsCreateFinish()
# Prescribe boundary conditions for the fitting problem
fittingBoundaryConditions = iron.BoundaryConditions()
fittingSolverEquations.BoundaryConditionsCreateStart(
fittingBoundaryConditions)
fittingBoundaryConditions.AddNode(
fittingDependentField, iron.FieldVariableTypes.U, 1,
iron.GlobalDerivativeConstants.NO_GLOBAL_DERIV, 1, 8,
iron.BoundaryConditionsTypes.FIXED, 0.0)
fittingSolverEquations.BoundaryConditionsCreateFinish()
self.fittingIndependentField = fittingIndependentField
self.fittingDependentField = fittingDependentField
self.lambdaField = lambdaField
self.fittingProblem = fittingProblem