Header CHECK KEYWORDS Warn 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