diff --git a/src/Mod/Fem/femtest/data/elmer/box_static_0_mm.sif b/src/Mod/Fem/femtest/data/elmer/box_static_0_mm.sif index 61231489df..263c01bd8b 100644 --- a/src/Mod/Fem/femtest/data/elmer/box_static_0_mm.sif +++ b/src/Mod/Fem/femtest/data/elmer/box_static_0_mm.sif @@ -5,7 +5,6 @@ Header End Solver 1 - Bubbles = Logical False Calculate Pangle = Logical False Calculate Principal = Logical True Calculate Strains = Logical False @@ -13,7 +12,7 @@ Solver 1 Displace mesh = Logical False Eigen Analysis = Logical False Eigen System Values = Integer 5 - Equation = String "Elasticity" + Equation = String "Stress Solver" Exec Solver = String "Always" Linear System Abort Not Converged = Logical False Linear System Convergence Tolerance = Real 1e-08 @@ -25,7 +24,6 @@ Solver 1 Linear System Solver = String "Iterative" Optimize Bandwidth = Logical True Procedure = File "StressSolve" "StressSolver" - Stabilize = Logical True Steady State Convergence Tolerance = Real 1e-05 Variable = String "Displacement" Variable DOFs = Integer 3 diff --git a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_0_mm.sif b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_0_mm.sif index fbb76526c8..0cc5cf0e3b 100644 --- a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_0_mm.sif +++ b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_0_mm.sif @@ -5,7 +5,6 @@ Header End Solver 1 - Bubbles = Logical False Calculate Pangle = Logical False Calculate Principal = Logical True Calculate Strains = Logical False @@ -13,7 +12,7 @@ Solver 1 Displace mesh = Logical False Eigen Analysis = Logical False Eigen System Values = Integer 5 - Equation = String "Elasticity" + Equation = String "Stress Solver" Exec Solver = String "Always" Linear System Abort Not Converged = Logical False Linear System Convergence Tolerance = Real 1e-08 @@ -25,7 +24,6 @@ Solver 1 Linear System Solver = String "Iterative" Optimize Bandwidth = Logical True Procedure = File "StressSolve" "StressSolver" - Stabilize = Logical True Steady State Convergence Tolerance = Real 1e-05 Variable = String "Displacement" Variable DOFs = Integer 3 diff --git a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_1_si.sif b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_1_si.sif index 170a9b22dc..c239c40ff3 100644 --- a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_1_si.sif +++ b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_faceload_1_si.sif @@ -5,7 +5,6 @@ Header End Solver 1 - Bubbles = Logical False Calculate Pangle = Logical False Calculate Principal = Logical True Calculate Strains = Logical False @@ -13,7 +12,7 @@ Solver 1 Displace mesh = Logical False Eigen Analysis = Logical False Eigen System Values = Integer 5 - Equation = String "Elasticity" + Equation = String "Stress Solver" Exec Solver = String "Always" Linear System Abort Not Converged = Logical False Linear System Convergence Tolerance = Real 1e-08 @@ -25,7 +24,6 @@ Solver 1 Linear System Solver = String "Iterative" Optimize Bandwidth = Logical True Procedure = File "StressSolve" "StressSolver" - Stabilize = Logical True Steady State Convergence Tolerance = Real 1e-05 Variable = String "Displacement" Variable DOFs = Integer 3 diff --git a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_nodeload_0_mm.sif b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_nodeload_0_mm.sif index 2cb4d519a8..97ae9b0793 100644 --- a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_nodeload_0_mm.sif +++ b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_nodeload_0_mm.sif @@ -5,7 +5,6 @@ Header End Solver 1 - Bubbles = Logical False Calculate Pangle = Logical False Calculate Principal = Logical True Calculate Strains = Logical False @@ -13,7 +12,7 @@ Solver 1 Displace mesh = Logical False Eigen Analysis = Logical False Eigen System Values = Integer 5 - Equation = String "Elasticity" + Equation = String "Stress Solver" Exec Solver = String "Always" Linear System Abort Not Converged = Logical False Linear System Convergence Tolerance = Real 1e-08 @@ -25,7 +24,6 @@ Solver 1 Linear System Solver = String "Iterative" Optimize Bandwidth = Logical True Procedure = File "StressSolve" "StressSolver" - Stabilize = Logical True Steady State Convergence Tolerance = Real 1e-05 Variable = String "Displacement" Variable DOFs = Integer 3 diff --git a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_prescribeddisplacement_0_mm.sif b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_prescribeddisplacement_0_mm.sif index 59b26744df..89db7df193 100644 --- a/src/Mod/Fem/femtest/data/elmer/ccxcantilever_prescribeddisplacement_0_mm.sif +++ b/src/Mod/Fem/femtest/data/elmer/ccxcantilever_prescribeddisplacement_0_mm.sif @@ -5,7 +5,6 @@ Header End Solver 1 - Bubbles = Logical False Calculate Pangle = Logical False Calculate Principal = Logical True Calculate Strains = Logical False @@ -13,7 +12,7 @@ Solver 1 Displace mesh = Logical False Eigen Analysis = Logical False Eigen System Values = Integer 5 - Equation = String "Elasticity" + Equation = String "Stress Solver" Exec Solver = String "Always" Linear System Abort Not Converged = Logical False Linear System Convergence Tolerance = Real 1e-08 @@ -25,7 +24,6 @@ Solver 1 Linear System Solver = String "Iterative" Optimize Bandwidth = Logical True Procedure = File "StressSolve" "StressSolver" - Stabilize = Logical True Steady State Convergence Tolerance = Real 1e-05 Variable = String "Displacement" Variable DOFs = Integer 3