| name | freecad-automation-fem-chain-workflow |
| description | Sub-skill of freecad-automation: CalculiX FEM analysis chain — geometry creation via gmsh, INP export, ccx solve, and result extraction. |
| version | 2.0.0 |
| category | engineering |
| type | reference |
| scripts_exempt | true |
FEM Chain Workflow (CalculiX)
Overview
End-to-end structural FEM pipeline: gmsh geometry → INP file → CalculiX solve → stress/displacement extraction.
Pipeline Steps
- Create geometry — gmsh OCC kernel (plate-with-hole, STEP import, etc.)
- Define analysis — material, BCs, loads → INP file via INPWriter
- Solve — CalculiX
ccx subprocess
- Extract results — parse
.frd (nodal fields) and .dat (reactions)
Quick Start: Plate-with-Hole Validation
from digitalmodel.solvers.calculix.fem_chain import FEMChain
chain = FEMChain()
result = chain.run_plate_validation(sigma_applied=100.0)
print(f"Kt = {result['kt']:.3f}")
Custom Analysis
from pathlib import Path
from digitalmodel.solvers.calculix.fem_chain import FEMChain
chain = FEMChain(work_dir=Path("/tmp/my_fem"))
stats = chain.create_plate_with_hole(
plate_w=200.0, plate_h=200.0, hole_r=10.0,
thickness=1.0, element_size=5.0,
)
chain.setup_analysis(
material={"name": "STEEL", "E": 210000.0, "nu": 0.3},
loads=[{
"type": "cload", "node_set": "LOAD",
"dof": 1, "magnitude": 100.0, "direction": (1, 0, 0),
}],
boundary_conditions=[
{"node_set": "SYM_X", "dof_start": 1, "dof_end": 1},
{"node_set": "SYM_Y", "dof_start": 2, "dof_end": 2},
{"node_set": "FIX_Z", "dof_start": 3, "dof_end": 3},
],
)
status = chain.solve()
assert status[]
results = chain.extract_results()
()
()
Key Classes
| Class | Module | Purpose |
|---|
FEMChain | solvers.calculix.fem_chain | End-to-end orchestrator |
INPWriter | solvers.calculix.inp_writer | Mesh → INP file conversion |
CalculiXResultParser | solvers.calculix.result_parser | .frd/.dat parsing |
GMSHMeshGenerator | solvers.gmsh_meshing.mesh_generator | STEP import + meshing |
Prerequisites
gmsh Python package (pip install gmsh)
ccx binary on PATH (CalculiX solver)
- Check availability:
from digitalmodel.solvers.calculix.fem_chain import is_calculix_available
Node Sets (Plate-with-Hole)
| Set | Description |
|---|
SYM_X | Nodes on x=0 symmetry plane |
SYM_Y | Nodes on y=0 symmetry plane |
FIX_Z | Nodes on z=0 face (out-of-plane constraint) |
LOAD | Nodes on far edge (x=W/2) for applied traction |
Validated Results
- Plate-with-hole Kt within 5% of theoretical 3.0 (d/W < 0.3)
- Quarter-symmetry model with W/d > 5