FEM and Blender: Difference between revisions
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* Roof Sheet: 1150 x 900 x 22 and | * Roof Sheet: 1150 x 900 x 22 and | ||
Material: Wood-Generic | |||
* Density 700 kg/m3 | |||
* Young's Modulus 12.00 GPa | |||
* Poisson Ratio 0.05 | |||
{| class="wikitable" | {| class="wikitable" | ||
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| No Rafters || 16413 || 5424 || 7786 || Example | | No Rafters || 16413 || 5424 || 7786 || Example | ||
|- | |- | ||
| 22.5° rafter || | | 22.5° rafter || 20407 || 6684 || 9775 || Example | ||
|- | |- | ||
| 22.5° × 2 rafters || Example || Example || Example || Example | | 22.5° × 2 rafters || Example || Example || Example || Example |
Revision as of 19:03, 2 July 2025
Introduction
- Blender
- 3D print add-on (Check all)
- BFEX - Blender FEA Exporter https://github.com/MiguelDLM/BFEX
- Blendmsh https://github.com/senthurayyappan/blendmsh
- quad remesher https://www.youtube.com/watch?v=kfQfU_cDRWE
- Fix meshes https://github.com/evaherbst/Blender_remeshing_guide
- Elmer https://www.elmerfem.org/blog/
- FreeCAD
- Gmsh https://gmsh.info/
- Netgen https://ngsolve.org/
- OpenFOAM https://www.openfoam.com/
- Paraview https://www.paraview.org/
- Salome
- TetGen
Blender and CAD
- TinyCAD https://docs.blender.org/manual/en/4.1//addons/mesh/tinycad.html
- CadSketcher https://www.cadsketcher.com/
- Parts list
- Using a script: Selected parts only, and don't apply rotations! https://github.com/kittengue-dot/Blender-Script-Export-Part-list https://www.youtube.com/watch?v=C1RZszKlojQ
import bpy
import csv
def export_selected_mesh_dimensions_to_csv(filepath):
"""Export Parts
Args:
filepath (str): Le chemin du fichier CSV de sortie.
"""
with open(filepath, 'w', newline='', encoding='utf-8') as csvfile:
fieldnames = ['Part', 'Section X (mm)', 'Section Y (mm)', 'Length Z (mm)']
writer = csv.DictWriter(csvfile, fieldnames=fieldnames)
writer.writeheader()
for obj in bpy.context.selected_objects:
if obj.type == 'MESH':
dimensions = obj.dimensions
x = [0,0,0]
x[0] = round(dimensions.x * 1000, 3)
x[1] = round(dimensions.y * 1000, 3)
x[2] = round(dimensions.z * 1000, 3)
x.sort()
writer.writerow({'Part': obj.name, 'X (mm)': x[0], 'Y (mm)': x[1], 'Z (mm)': x[2]})
filepath = "/home/user/Downloads/part_list.csv" # Replace destination path
export_selected_mesh_dimensions_to_csv(filepath)
FreeCAD import
Steps:
- Export from Blender. If exporting STL, scale on export 1000x. Problems with non-manifold geometry.
- Use Boolean to make on mesh
- Non-manifold: Select -> Select All by Trait -> Non Manifold, also the others from there. Remove the faces and then dissolve the edges (Limited Dissolve or X > Dissolve Edges).
- (Select Similar). This is often useful to select vertices with only one connecting edge
- (Select Linked)
- W > Specials > Remove doubles Doubles,
- Check the normals outward: Edit mode, Select All, Mesh -> Normals -> Outward (Shift + N)
- Eliminate the bolts and some holes
- FreeCAD
- Part -> Create shape from mesh
- Part -> MakeSolid
Some problems (see a Part check Geometry)
- Geometry is a shell -- not a solid: a shell mesh on meshing
- Check this by right clicking on the mesh and printing mesh informations (Tasks: Node count vs Triangle count vs Tetrahedron count)
- Self intersections
- Use Boolean in Blender for all parts (both, if two are overlapping)
- Self intersecting meshes are considered dirty
- Use Part -> View -> Transparency to see the intersection points, if they persist.
- eg Netfabb cleans
FEM Calculations of the Door Canopy
Images of the displacement.
Results
Material: Wood-Generic
- Density 700 kg/m3
- Young's Modulus 12.00 GPa
- Poisson Ratio 0.05
Roof is done with fine mesh, no roofed with even finer mesh.
Design | Displacement magnitude | Displacement X | Displacement Y | Displacement Z | von Mises Stress | Max Principal Stress | Min Principal Stress | Max Shear Stress | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Min | Max [mm] | Min [µm] | Max [µm] | Min [µm] | Max [µm] | Min [mm] | Max [nm] | Min | Max [kPa] | Min [kPa] | Max [kPa] | Min [kPa] | Max [kPa] | Min | Max [kPa] | |
No Rafters | 0.00 | 2.01 | -110 | 320 | 240 | 100 | -2.01 | 800.04 | 0.00 | 5847.87 | -191.14 | 6037.13 | -5486.84 | 285.32 | 0.00 | 2969.41 |
22.5° rafter | 0.00 | 0.22 | -17.67 | 92.32 | -46.55 | 14.54 | -0.23 | 164.74 | 0.00 | 2020.39 | -118.97 | 2101.76 | -1742,35 | 119.10 | 0.00 | 1014.03 |
22.5° × 2 rafters | 0.00 | 0.16 | -13.67 | 63.63 | -35.62 | 9.99 | -0.15 | 148.73 | 0.00 | 1324.45 | -108.65 | 1142.64 | -1356.50 | 60.92 | 0 | 672.31 |
45° rafter | 10 | 11 | 12 | |||||||||||||
No Rafters + Roof | 0.00 | 76.54 | -15.85 | 8.37 | -4.87 | 8.94 | -0.076 | 121.03 | 0 | 2643.85 | -391.25 | 618.96 | -2727.37 | 33.93 | 0.0 | 1395.93 |
Roof + 22.5° rafter | 4 | 5 | 6 | |||||||||||||
Roof + 22.5° × 2 rafters | 7 | 8 | 9 | |||||||||||||
Roof + 45° rafter | 10 | 11 | 12 |
Simulation parameters
- Roof Sheet: 1150 x 900 x 22 and
Material: Wood-Generic
- Density 700 kg/m3
- Young's Modulus 12.00 GPa
- Poisson Ratio 0.05
Header text | Nodes | Triangles | Tetrahedron | Header text |
---|---|---|---|---|
No Rafters | 16413 | 5424 | 7786 | Example |
22.5° rafter | 20407 | 6684 | 9775 | Example |
22.5° × 2 rafters | Example | Example | Example | Example |
45° rafter | Example | Example | Example | Example |
No Rafters + roof | Example | Example | Example | Example |
22.5° rafter + roof | Example | Example | Example | Example |
22.5° × 2 rafters + roof | Example | Example | Example | Example |
45° rafter + roof | Example | Example | Example | Example |
Workflow and test examples
- Make the Blender mesh and export as .obj file
- Make the mesh using GMSH or FreeCAD, and use FreeCAD to FEM calculations
Simple Cube
Works OK with the FreeCAD, not with the Gmsh
OBJ
-
The imported cube has double nodes, and the color is strange.
-
(If normals are fixed (shift+N in edit mode) the box will look better. This is not used in the following parts).
-
It works flawless in the FreeCAD.
-
The FreeCAD FEM solver gives some results.
-
However, when importing to GMSH, it will produce an error.
STL
-
Meshing works, if the normals are done.
-
If the cube is exported as STL, then GMSH will work better (if not normals done).
-
The mesh generation does not work: "PLC Error: A segment and a facet intersect at point" and "Invalid boundary mesh (segment-facet intersection) on surface 1, intersection (0.333327,0.333327,1)". (if not normals done.)
Two Cubes
-
The two cubes made in Blender. The mesh looks fine, and there are none self intersecting nodes.
-
When importing the Obj file back to Blender, the seems to be missing some faces.
-
Seems that some of the normals are faced wrong way. In edit mode use (Ctrl+A) shift+N to fix this.
-
Tetrahedron count is more than zero! It seems to work.
-
The FEM results seems to be working. The force is 10 N.
The Door Canopy
Couldn't do the model using Blender and Freecad/ Gmsh.
Make it step by step.
-
First part works, though the dimensions are totally wrong. In the inset is the Blender Edit mode image of the same part.
-
Set the scale from Blender export (1000x). Now the stress is visible, and dimensions are correct. Nice to work with familiar units.
-
Already second part (or third) gives problems. The mesh cannot be generated. This is with STL export.
-
If tested using OBJ format, there will be some places without faces, and no tetrahedron in the mesh.
Gmsh
-
Gmsh makes the FEM mesh for the first part, and by refining the mesh, it will be clearer.
-
Gmsh can use the second part, also. Need to check if FreeCAD can read that file.
-
FreeCAD has also Gmsh mesh generator. That will generate the mesh, but while solving gives an error: "Nodes, but no results found in frd file. It means there only is a mesh but no results in frd file. Usually this happens if CalculiX returned no results (happens on nonpositive jacobian determinant in at least one element)"
-
By trying again, it works! Force is 10 N.
-
Changed the Force to 100 N, and the maximum size of mesh to 10. The later increased the computation time a lot, the time being about 9 s.
FreeCAD Tutorials
Good tutorials for noobies
Theory
Frame formulas: https://structx.com/frames.html