Header CHECK KEYWORDS Warn Mesh DB "." "." Include Path "" Results Directory "" End Simulation Max Output Level = 5 Coordinate System = Cartesian 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 coordinate scaling = 0.001 End Constants Gravity(4) = 0 0 -1 9.81 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 Solver 2 Equation = Linear elasticity Calculate Loads = True Variable = -dofs 3 Displacement Procedure = "StressSolve" "StressSolver" Calculate Stresses = True Exec Solver = Always Stabilize = True Bubbles = False 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 = BiCGStab 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 Solver 1 Equation = Result Output Save Geometry Ids = True Output Format = Vtu Procedure = "ResultOutputSolve" "ResultOutputSolver" Output File Name = myFile Exec Solver = Always End Equation 1 Name = "Elastic" Element = p:2 Calculate Stresses = True Active Solvers(2) = 2 1 End Material 1 Name = "Steel (carbon - generic)" Heat expansion Coefficient = 13.8e-6 Poisson ratio = 0.285 Youngs modulus = 200.0e9 Heat Conductivity = 44.8 Sound speed = 5100.0 Heat Capacity = 1265.0 Mesh Poisson ratio = 0.285 Density = 7850.0 Poisson ratio = 0.285 Youngs modulus = 200.0e9 End Boundary Condition 1 Target Boundaries(1) = 8 Name = "Fixed" Displacement 3 = 0 Displacement 2 = 0 Displacement 1 = 0 End Boundary Condition 2 Target Boundaries(1) = 1 Name = "Pullout" Normal Force = 1745e5 End