Fem: Update test and examples

2024-07-25 14:03:31 -03:00
parent 385c32d4e3
commit 91bf8a6c1f
44 changed files with 46 additions and 44 deletions
--- a/src/Mod/Fem/femexamples/boxanalysis_base.py
+++ b/src/Mod/Fem/femexamples/boxanalysis_base.py
@@ -73,9 +73,10 @@ def setup_boxanalysisbase(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMin = "8.0 mm"
+    femmesh_obj.ElementOrder = "2nd"

    doc.recompute()
    return doc
--- a/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py
+++ b/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py
@@ -186,7 +186,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "50.0 mm"
    femmesh_obj.ElementDimension = "2D"
--- a/src/Mod/Fem/femexamples/buckling_platebuckling.py
+++ b/src/Mod/Fem/femexamples/buckling_platebuckling.py
@@ -159,7 +159,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "300.0 mm"
    femmesh_obj.ElementDimension = "2D"
--- a/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py
+++ b/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py
@@ -139,7 +139,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj

    doc.recompute()
    return doc
--- a/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py
@@ -130,7 +130,7 @@ def setup_cantilever_base_edge(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "1D"
    femmesh_obj.CharacteristicLengthMax = "1750.0 mm"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py
@@ -115,7 +115,7 @@ def setup_cantilever_base_face(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "2D"
    femmesh_obj.CharacteristicLengthMax = "500.0 mm"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_solid.py
@@ -102,7 +102,7 @@ def setup_cantilever_base_solid(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/ccx_cantilever_ele_quad4.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_ele_quad4.py
@@ -92,7 +92,7 @@ def setup(doc=None, solvertype="ccxtools"):
    femmesh_obj.FemMesh = new_fem_mesh

    # set mesh obj parameter
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "2D"
    femmesh_obj.ElementOrder = "1st"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_ele_quad8.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_ele_quad8.py
@@ -92,7 +92,7 @@ def setup(doc=None, solvertype="ccxtools"):
    femmesh_obj.FemMesh = new_fem_mesh

    # set mesh obj parameter
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "2D"
    femmesh_obj.ElementOrder = "1st"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_ele_seg2.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_ele_seg2.py
@@ -92,7 +92,7 @@ def setup(doc=None, solvertype="ccxtools"):
    femmesh_obj.FemMesh = new_fem_mesh

    # set mesh obj parameter
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "1D"
    femmesh_obj.ElementOrder = "1st"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_ele_tetra4.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_ele_tetra4.py
@@ -82,7 +82,7 @@ def setup(doc=None, solvertype="ccxtools"):

    # clear mesh and set meshing parameter
    femmesh_obj.FemMesh = Fem.FemMesh()
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "3D"
    femmesh_obj.ElementOrder = "1st"
--- a/src/Mod/Fem/femexamples/ccx_cantilever_ele_tria3.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_ele_tria3.py
@@ -92,7 +92,7 @@ def setup(doc=None, solvertype="ccxtools"):
    femmesh_obj.FemMesh = new_fem_mesh

    # set mesh obj parameter
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "2D"
    femmesh_obj.ElementOrder = "1st"
--- a/src/Mod/Fem/femexamples/constraint_centrif.py
+++ b/src/Mod/Fem/femexamples/constraint_centrif.py
@@ -191,7 +191,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "5.0 mm"

--- a/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py
+++ b/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py
@@ -210,7 +210,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/constraint_contact_solid_solid.py
+++ b/src/Mod/Fem/femexamples/constraint_contact_solid_solid.py
@@ -197,7 +197,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/constraint_section_print.py
+++ b/src/Mod/Fem/femexamples/constraint_section_print.py
@@ -272,7 +272,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/constraint_selfweight_cantilever.py
+++ b/src/Mod/Fem/femexamples/constraint_selfweight_cantilever.py
@@ -140,7 +140,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/constraint_tie.py
+++ b/src/Mod/Fem/femexamples/constraint_tie.py
@@ -169,7 +169,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py
+++ b/src/Mod/Fem/femexamples/constraint_transform_beam_hinged.py
@@ -184,7 +184,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "7 mm"

--- a/src/Mod/Fem/femexamples/constraint_transform_torque.py
+++ b/src/Mod/Fem/femexamples/constraint_transform_torque.py
@@ -173,7 +173,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/elmer_nonguitutorial01_eigenvalue_of_elastic_beam.py
+++ b/src/Mod/Fem/femexamples/elmer_nonguitutorial01_eigenvalue_of_elastic_beam.py
@@ -137,7 +137,7 @@ def setup(doc=None, solvertype="elmer"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "40.80 mm"

--- a/src/Mod/Fem/femexamples/equation_deformation_spring_elmer.py
+++ b/src/Mod/Fem/femexamples/equation_deformation_spring_elmer.py
@@ -192,7 +192,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = body
+    femmesh_obj.Shape = body
    femmesh_obj.CharacteristicLengthMax = "1.25 mm"
    femmesh_obj.ElementOrder = "1st"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_electrostatics_capacitance_two_balls.py
+++ b/src/Mod/Fem/femexamples/equation_electrostatics_capacitance_two_balls.py
@@ -165,7 +165,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "600 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_electrostatics_electricforce_elmer_nongui6.py
+++ b/src/Mod/Fem/femexamples/equation_electrostatics_electricforce_elmer_nongui6.py
@@ -228,7 +228,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "500 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_flow_elmer_2D.py
+++ b/src/Mod/Fem/femexamples/equation_flow_elmer_2D.py
@@ -252,7 +252,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.ElementOrder = "1st"
    femmesh_obj.CharacteristicLengthMax = "4 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_flow_initial_elmer_2D.py
+++ b/src/Mod/Fem/femexamples/equation_flow_initial_elmer_2D.py
@@ -260,7 +260,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.ElementOrder = "1st"
    femmesh_obj.CharacteristicLengthMax = "4 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_flow_turbulent_elmer_2D.py
+++ b/src/Mod/Fem/femexamples/equation_flow_turbulent_elmer_2D.py
@@ -258,7 +258,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.ElementOrder = "1st"
    femmesh_obj.CharacteristicLengthMax = "4 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_flux_elmer.py
+++ b/src/Mod/Fem/femexamples/equation_flux_elmer.py
@@ -153,7 +153,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = cube
+    femmesh_obj.Shape = cube
    femmesh_obj.CharacteristicLengthMax = "1 mm"
    femmesh_obj.ViewObject.Visibility = False

--- a/src/Mod/Fem/femexamples/equation_magnetodynamics_2D_elmer.py
+++ b/src/Mod/Fem/femexamples/equation_magnetodynamics_2D_elmer.py
@@ -258,7 +258,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.CharacteristicLengthMax = "3 mm"
    femmesh_obj.ViewObject.Visibility = False

--- a/src/Mod/Fem/femexamples/equation_magnetodynamics_elmer.py
+++ b/src/Mod/Fem/femexamples/equation_magnetodynamics_elmer.py
@@ -201,7 +201,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.ElementOrder = "1st"
    femmesh_obj.CharacteristicLengthMax = "0.5 mm"
    femmesh_obj.ViewObject.Visibility = False
--- a/src/Mod/Fem/femexamples/equation_magnetostatics_2D_elmer.py
+++ b/src/Mod/Fem/femexamples/equation_magnetostatics_2D_elmer.py
@@ -260,7 +260,7 @@ def setup(doc=None, solvertype="elmer"):

    # mesh
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
-    femmesh_obj.Part = BooleanFragments
+    femmesh_obj.Shape = BooleanFragments
    femmesh_obj.CharacteristicLengthMax = "100.0 mm"
    femmesh_obj.ViewObject.Visibility = False

--- a/src/Mod/Fem/femexamples/frequency_beamsimple.py
+++ b/src/Mod/Fem/femexamples/frequency_beamsimple.py
@@ -150,7 +150,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "25.0 mm"

--- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py
+++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py
@@ -201,7 +201,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
+++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
@@ -194,7 +194,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py
+++ b/src/Mod/Fem/femexamples/material_multiple_tensionrod_twoboxes.py
@@ -170,7 +170,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/material_nl_platewithhole.py
+++ b/src/Mod/Fem/femexamples/material_nl_platewithhole.py
@@ -178,7 +178,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/mystran_plate.py
+++ b/src/Mod/Fem/femexamples/mystran_plate.py
@@ -188,7 +188,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "1.0 mm"
    femmesh_obj.ElementDimension = "2D"
--- a/src/Mod/Fem/femexamples/rc_wall_2d.py
+++ b/src/Mod/Fem/femexamples/rc_wall_2d.py
@@ -176,7 +176,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py
+++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py
@@ -178,7 +178,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py
+++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py
@@ -448,7 +448,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/thermomech_bimetal.py
+++ b/src/Mod/Fem/femexamples/thermomech_bimetal.py
@@ -215,7 +215,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False

    doc.recompute()
--- a/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py
+++ b/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py
@@ -461,7 +461,7 @@ def setup(doc=None, solvertype="ccxtools"):
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
-    femmesh_obj.Part = geom_obj
+    femmesh_obj.Shape = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.ElementDimension = "1D"
    # four elements for each bar
--- a/src/Mod/Fem/femtest/app/test_femimport.py
+++ b/src/Mod/Fem/femtest/app/test_femimport.py
@@ -125,6 +125,7 @@ class TestObjectExistance(unittest.TestCase):
            "Fem::FemAnalysisPython",
            "Fem::FemMeshObject",
            "Fem::FemMeshObjectPython",
+            "Fem::FemMeshShapeBaseObjectPython",
            "Fem::FemMeshShapeNetgenObject",
            "Fem::FemMeshShapeObject",
            "Fem::FemResultObject",
--- a/src/Mod/Fem/femtest/app/test_object.py
+++ b/src/Mod/Fem/femtest/app/test_object.py
@@ -721,7 +721,7 @@ class TestObjectType(unittest.TestCase):
        # FemMeshGmsh
        mesh_gmsh = ObjectsFem.makeMeshGmsh(doc)
        self.assertTrue(is_derived_from(mesh_gmsh, "App::DocumentObject"))
-        self.assertTrue(is_derived_from(mesh_gmsh, "Fem::FemMeshObjectPython"))
+        self.assertTrue(is_derived_from(mesh_gmsh, "Fem::FemMeshShapeBaseObjectPython"))
        self.assertTrue(is_derived_from(mesh_gmsh, "Fem::FemMeshGmsh"))

        # MeshBoundaryLayer
@@ -965,7 +965,7 @@ class TestObjectType(unittest.TestCase):
            ObjectsFem.makeMaterialReinforced(doc).isDerivedFrom("App::MaterialObjectPython")
        )
        mesh = ObjectsFem.makeMeshGmsh(doc)
-        self.assertTrue(mesh.isDerivedFrom("Fem::FemMeshObjectPython"))
+        self.assertTrue(mesh.isDerivedFrom("Fem::FemMeshShapeBaseObjectPython"))
        self.assertTrue(
            ObjectsFem.makeMeshBoundaryLayer(doc, mesh).isDerivedFrom("Fem::FeaturePython")
        )