diff --git a/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py b/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py index f92fc3377a..0b15acc2c1 100644 --- a/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py +++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py @@ -84,7 +84,6 @@ def setup_cantilever_base_solid(doc=None, solvertype="ccxtools"): mat["Name"] = "CalculiX-Steel" mat["YoungsModulus"] = "210000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" material_obj.Material = mat analysis.addObject(material_obj) diff --git a/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py b/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py index 5bd5c4e158..bb6e326c06 100644 --- a/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py +++ b/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py @@ -141,8 +141,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "CalculiX-Steel" mat["YoungsModulus"] = "210000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" - mat["ThermalExpansionCoefficient"] = "0.012 mm/m/K" material_obj.Material = mat analysis.addObject(material_obj) diff --git a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py index 02c7afbff9..7f90c44a4b 100644 --- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py +++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py @@ -148,7 +148,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Concrete-Generic" mat["YoungsModulus"] = "32000 MPa" mat["PoissonRatio"] = "0.17" - mat["Density"] = "0 kg/m^3" material_obj1.Material = mat analysis.addObject(material_obj1) @@ -158,7 +157,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "PLA" mat["YoungsModulus"] = "3640 MPa" mat["PoissonRatio"] = "0.36" - mat["Density"] = "0 kg/m^3" material_obj2.Material = mat analysis.addObject(material_obj2) @@ -168,7 +166,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Steel-Generic" mat["YoungsModulus"] = "200000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" material_obj3.Material = mat analysis.addObject(material_obj3) diff --git a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py index 0d57d93635..d5bac29b75 100644 --- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py +++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py @@ -141,7 +141,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Concrete-Generic" mat["YoungsModulus"] = "32000 MPa" mat["PoissonRatio"] = "0.17" - mat["Density"] = "0 kg/m^3" material_obj1.Material = mat analysis.addObject(material_obj1) @@ -154,7 +153,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "PLA" mat["YoungsModulus"] = "3640 MPa" mat["PoissonRatio"] = "0.36" - mat["Density"] = "0 kg/m^3" material_obj2.Material = mat analysis.addObject(material_obj2) @@ -164,7 +162,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Steel-Generic" mat["YoungsModulus"] = "200000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" material_obj3.Material = mat analysis.addObject(material_obj3) diff --git a/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py b/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py index 89674f8db6..8ae258cf40 100644 --- a/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py +++ b/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py @@ -132,7 +132,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Aluminium-Generic" mat["YoungsModulus"] = "70000 MPa" mat["PoissonRatio"] = "0.35" - mat["Density"] = "2700 kg/m^3" material_obj_low.Material = mat material_obj_low.References = [(boxlow, "Solid1")] analysis.addObject(material_obj_low) @@ -142,7 +141,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Steel-Generic" mat["YoungsModulus"] = "200000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7980 kg/m^3" material_obj_upp.Material = mat material_obj_upp.References = [(boxupp, "Solid1")] analysis.addObject(material_obj_upp) diff --git a/src/Mod/Fem/femexamples/material_nl_platewithhole.py b/src/Mod/Fem/femexamples/material_nl_platewithhole.py index 2941aae1f8..e81d72f71a 100644 --- a/src/Mod/Fem/femexamples/material_nl_platewithhole.py +++ b/src/Mod/Fem/femexamples/material_nl_platewithhole.py @@ -143,7 +143,6 @@ def setup(doc=None, solvertype="ccxtools"): matprop["Name"] = "CalculiX-Steel" matprop["YoungsModulus"] = "210000 MPa" matprop["PoissonRatio"] = "0.30" - matprop["Density"] = "7900 kg/m^3" material_obj.Material = matprop analysis.addObject(material_obj) diff --git a/src/Mod/Fem/femexamples/rc_wall_2d.py b/src/Mod/Fem/femexamples/rc_wall_2d.py index 8baa02739c..aee9eb067d 100644 --- a/src/Mod/Fem/femexamples/rc_wall_2d.py +++ b/src/Mod/Fem/femexamples/rc_wall_2d.py @@ -133,7 +133,6 @@ def setup(doc=None, solvertype="ccxtools"): matrixprop["CompressiveStrength"] = "15.75 MPa" # make some hint on the possible angle units in material system matrixprop["AngleOfFriction"] = "30 deg" - matrixprop["Density"] = "2500 kg/m^3" reinfoprop = {} reinfoprop["Name"] = "Reinforcement-FIB-B500" reinfoprop["YieldStrength"] = "315 MPa" diff --git a/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py b/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py index b47461d95a..e34bd0da16 100644 --- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py +++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py @@ -120,7 +120,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Steel-Generic" mat["YoungsModulus"] = "200000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" material_obj.Material = mat analysis.addObject(material_obj) diff --git a/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py b/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py index 8ddebcfa7a..1b70ffb811 100644 --- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py +++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py @@ -230,7 +230,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["Name"] = "Steel-Generic" mat["YoungsModulus"] = "200000 MPa" mat["PoissonRatio"] = "0.30" - mat["Density"] = "7900 kg/m^3" material_obj.Material = mat analysis.addObject(material_obj) diff --git a/src/Mod/Fem/femexamples/thermomech_bimetall.py b/src/Mod/Fem/femexamples/thermomech_bimetall.py index a12c95ae2d..ef4c4b2a88 100644 --- a/src/Mod/Fem/femexamples/thermomech_bimetall.py +++ b/src/Mod/Fem/femexamples/thermomech_bimetall.py @@ -174,7 +174,6 @@ def setup(doc=None, solvertype="ccxtools"): mat["SpecificHeat"] = "510 J/kg/K" mat["ThermalConductivity"] = "13 W/m/K" mat["ThermalExpansionCoefficient"] = "0.0000012 m/m/K" - mat["Density"] = "1.00 kg/m^3" material_obj_top.Material = mat material_obj_top.References = [(geom_obj, "Solid2")] analysis.addObject(material_obj_top)