FEM: code formating

This commit is contained in:
Bernd Hahnebach
2021-06-09 08:01:55 +02:00
parent 0ad5a0f735
commit 1bea75d62b
3 changed files with 46 additions and 32 deletions

View File

@@ -1,7 +1,6 @@
# ***************************************************************************
# * Copyright (c) 2019 Bernd Hahnebach <bernd@bimstatik.org> *
# * Copyright (c) 2020 Sudhanshu Dubey <sudhanshu.thethunder@gmail.com> *
# * Copyright (c) 2021 Tobias Vaara <t@vaara.se> *
# * Copyright (c) 2021 Bernd Hahnebach <bernd@bimstatik.org> *
# * *
# * This file is part of the FreeCAD CAx development system. *
# * *
@@ -44,23 +43,24 @@ import ObjectsFem
mesh_name = "Mesh" # needs to be Mesh to work with unit tests
# Example geometry input
b = 1.5 # Width
h = 8 # Height
l = 1 # Length
example_b = 1.5 # Width
example_h = 8 # Height
example_l = 1 # Length
def addbox(
docxx, height, width, length,
docxx, height, width, length,
x, y, z, box_name):
box_obj = docxx.addObject('Part::Box', box_name)
box_obj = docxx.addObject("Part::Box", box_name)
box_obj.Height = height
box_obj.Width = width
box_obj.Length = length
box_obj.Placement = FreeCAD.Placement(
FreeCAD.Vector(x, y, z),
FreeCAD.Rotation(0, 0, 0))
FreeCAD.Vector(x, y, z),
FreeCAD.Rotation(0, 0, 0)
)
return box_obj
def init_doc(doc=None):
@@ -70,14 +70,15 @@ def init_doc(doc=None):
def get_information():
info = {"name": "Flexural Buckling Analysis",
"meshtype": "solid",
"meshelement": "Hexa8",
"constraints": ["force", "displacement"],
"solvers": ["calculix"],
"material": "solid",
"equation": "mechanical"
}
info = {
"name": "Flexural Buckling Analysis",
"meshtype": "solid",
"meshelement": "Hexa8",
"constraints": ["force", "displacement"],
"solvers": ["calculix"],
"material": "solid",
"equation": "mechanical"
}
return info
@@ -87,12 +88,8 @@ def setup_base(doc=None, solvertype="ccxtools"):
if doc is None:
doc = init_doc()
addbox(doc, h, b, l, 0, 0, 0, 'beam')
geom_obj = addbox(doc, example_h, example_b, example_l, 0, 0, 0, "beam")
doc.recompute()
geom_obj = doc.beam
if FreeCAD.GuiUp:
geom_obj.ViewObject.Document.activeView().viewAxonometric()
geom_obj.ViewObject.Document.activeView().fitAll()
@@ -123,12 +120,11 @@ def setup_base(doc=None, solvertype="ccxtools"):
femmesh_obj.FemMesh = fem_mesh
femmesh_obj.Part = doc.beam
return doc
def setup(doc=None, solvertype="ccxtools"):
#setup
# setup
doc = setup_base(doc, solvertype)
@@ -174,4 +170,3 @@ def setup(doc=None, solvertype="ccxtools"):
doc.recompute()
return doc