Note
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SOLID187 — prescribed uniform strain on a 10-node tet#
Single SOLID187 (10-node quadratic tet) driven by a fully-prescribed
displacement field that matches a uniform strain state. Under
all-Dirichlet BCs the solve has a unique solution equal to the
prescribed field, so the recovered strain tensor matches the analytical
one to machine precision. Useful as a self-contained smoke test that
SOLID187 + femorph_solver.Model.eel() are in lockstep.
from __future__ import annotations
import numpy as np
import pyvista as pv
import femorph_solver
Reference 10-node unit tet#
Corners at (0,0,0), (1,0,0), (0,1,0), (0,0,1); mid-edge nodes in MAPDL / VTK order halfway along each edge.
E = 2.1e11 # Pa
NU = 0.30
EPS_XX = 5.0e-4
EPS_YY = -NU * EPS_XX # Poisson contraction
I = np.array([0.0, 0.0, 0.0])
J = np.array([1.0, 0.0, 0.0])
K = np.array([0.0, 1.0, 0.0])
L = np.array([0.0, 0.0, 1.0])
coords = np.array(
[
I,
J,
K,
L,
0.5 * (I + J), # 5
0.5 * (J + K), # 6
0.5 * (K + I), # 7
0.5 * (I + L), # 8
0.5 * (J + L), # 9
0.5 * (K + L), # 10
],
dtype=np.float64,
)
Build the model + prescribed displacement#
Apply u = (εxx·x, εyy·y, εyy·z) at every node.
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:57: DeprecationWarning: Model.et(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).et(et_id, name)` for line-by-line APDL deck porting, or the native `Model.assign("HEX8", material)` for new code.
m.et(1, "SOLID187")
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:58: DeprecationWarning: Model.mp(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).mp(prop, mat_id, value)` for line-by-line APDL deck porting, or the native `Model.assign(element, {prop: value, ...})` for new code.
m.mp("EX", 1, E)
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:59: DeprecationWarning: Model.mp(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).mp(prop, mat_id, value)` for line-by-line APDL deck porting, or the native `Model.assign(element, {prop: value, ...})` for new code.
m.mp("PRXY", 1, NU)
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:61: DeprecationWarning: Model.n(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).n(num, x, y, z)` for line-by-line APDL deck porting, or the native `Model.from_grid(pv_grid)` for new code.
m.n(i, x, y, z)
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:62: DeprecationWarning: Model.e(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).e(*node_nums)` for line-by-line APDL deck porting, or the native `Model.from_grid(pv_grid)` for new code.
m.e(*range(1, 11))
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:65: DeprecationWarning: Model.d(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).d(node, label, value)` for line-by-line APDL deck porting, or the native `Model.fix(nodes=..., where=..., dof=...)` for new code.
m.d(i, "UX", EPS_XX * x)
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:66: DeprecationWarning: Model.d(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).d(node, label, value)` for line-by-line APDL deck porting, or the native `Model.fix(nodes=..., where=..., dof=...)` for new code.
m.d(i, "UY", EPS_YY * y)
/home/runner/_work/solver/solver/examples/elements/solid187/example_solid187.py:67: DeprecationWarning: Model.d(...) is a MAPDL-dialect shortcut and has moved off the Model public surface. Use `APDL(model).d(node, label, value)` for line-by-line APDL deck porting, or the native `Model.fix(nodes=..., where=..., dof=...)` for new code.
m.d(i, "UZ", EPS_YY * z)
Solve + verify strain recovery#
res = m.solve()
eps = m.eel(res.displacement)
print(f"εxx prescribed = {EPS_XX:.3e} | recovered (mean) = {eps[:, 0].mean():.3e}")
print(f"εyy prescribed = {EPS_YY:.3e} | recovered (mean) = {eps[:, 1].mean():.3e}")
np.testing.assert_allclose(eps[:, 0], EPS_XX, rtol=1e-10)
np.testing.assert_allclose(eps[:, 1], EPS_YY, rtol=1e-10)
np.testing.assert_allclose(eps[:, 2], EPS_YY, rtol=1e-10)
εxx prescribed = 5.000e-04 | recovered (mean) = 5.000e-04
εyy prescribed = -1.500e-04 | recovered (mean) = -1.500e-04
Render the deformed tet coloured by εxx#
grid = femorph_solver.io.static_result_to_grid(m, res)
node_nums = m.node_numbers
node_to_idx = {int(nn): i for i, nn in enumerate(node_nums)}
grid.point_data["eps_xx"] = np.array(
[eps[node_to_idx[int(nn)], 0] for nn in grid.point_data["ansys_node_num"]]
)
plotter = pv.Plotter(off_screen=True)
plotter.add_mesh(grid, style="wireframe", color="gray", line_width=1, opacity=0.4)
plotter.add_mesh(
grid.warp_by_vector("displacement", factor=200.0),
scalars="eps_xx",
show_edges=True,
cmap="viridis",
scalar_bar_args={"title": "εxx"},
)
plotter.add_axes()
plotter.show()

Total running time of the script: (0 minutes 0.198 seconds)