Header
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Mesh DB "." "."
Include Path ""
Results Directory ""
End
Simulation
Max Output Level = 5
Coordinate System = Cartesian 3D
Coordinate Mapping(3) = 1 2 3
Simulation Type = Steady state
Steady State Max Iterations = 1
Output Intervals = 1
Timestepping Method = BDF
BDF Order = 1
Solver Input File = case.sif
Post File = case.ep
End
Constants
Gravity(4) = 0 -1 0 9.82
Stefan Boltzmann = 5.67e-08
Permittivity of Vacuum = 8.8542e-12
Boltzmann Constant = 1.3807e-23
Unit Charge = 1.602e-19
End
Body 1
Target Bodies(1) = 1
Name = "Body 1"
Equation = 1
Material = 1
End
Body 2
Target Bodies(1) = 2
Name = "Body 2"
Equation = 1
Material = 2
End
Solver 1
Equation = Nonlinear elasticity
Variable = -dofs 2 Displacement
Procedure = "ElasticSolve" "ElasticSolver"
Exec Solver = Always
Stabilize = True
Bubbles = False
Calculate Stresses = True
Calculate Strains = True
Calculate Loads = True
Lumped Mass Matrix = False
Optimize Bandwidth = True
Steady State Convergence Tolerance = 1.0e-5
Nonlinear System Convergence Tolerance = 1.0e-7
Nonlinear System Max Iterations = 20
Nonlinear System Newton After Iterations = 3
Nonlinear System Newton After Tolerance = 1.0e-3
Nonlinear System Relaxation Factor = 1
Linear System Solver = Iterative
Linear System Iterative Method = GCR
Linear System Max Iterations = 500
Linear System Convergence Tolerance = 1.0e-10
BiCGstabl polynomial degree = 2
Linear System Preconditioning = ILU1
Linear System ILUT Tolerance = 1.0e-3
Linear System Abort Not Converged = False
Linear System Residual Output = 1
Linear System Precondition Recompute = 1
End
Equation 1
Name = "Equation 1"
Active Solvers(1) = 1
End
Material 1
Name = "ZP"
Poisson ratio = 0.48
Youngs modulus = 100e3
End
Material 2
Name = "Material 2"
Poisson ratio = 0.48
Youngs modulus = 100e3
End
Boundary Condition 1
Target Boundaries(2) = 9 10
Displacement 1 = 0
Displacement 2 = 0
Displacement 3 = 0
End
Boundary Condition 2
Target Nodes(1) = 26
Displacement 1 = -10
End