-
Notifications
You must be signed in to change notification settings - Fork 89
Expand file tree
/
Copy pathmembrane_code.py
More file actions
324 lines (268 loc) · 12.6 KB
/
membrane_code.py
File metadata and controls
324 lines (268 loc) · 12.6 KB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
# ---
# jupyter:
# jupytext:
# formats: ipynb,py:light
# text_representation:
# extension: .py
# format_name: light
# format_version: '1.5'
# jupytext_version: 1.18.1
# kernelspec:
# display_name: Python 3 (ipykernel)
# language: python
# name: python3
# ---
# # Implementation
# Author: Jørgen S. Dokken
#
# In this section, we will solve the deflection of the membrane problem.
# After finishing this section, you should be able to:
# - Create a simple mesh using the GMSH Python API and load it into DOLFINx
# - Create constant boundary conditions using a {py:func}`geometrical identifier<dolfinx.fem.locate_dofs_geometrical>`
# - Use {py:class}`ufl.SpatialCoordinate` to create a spatially varying function
# - Interpolate a {py:class}`ufl-Expression<ufl.core.expr.Expr>` into an appropriate function space
# - Evaluate a {py:class}`dolfinx.fem.Function` at any point $x$
# - Use Paraview to visualize the solution of a PDE
#
# ## Creating the mesh
#
# To create the computational geometry, we use the Python-API of [GMSH](https://gmsh.info/).
# We start by importing the gmsh-module and initializing it.
# +
import gmsh
gmsh.initialize()
# -
# The next step is to create the membrane and start the computations by the GMSH CAD kernel,
# to generate the relevant underlying data structures.
# The first arguments of `addDisk` are the x, y and z coordinate of the center of the circle,
# while the two last arguments are the x-radius and y-radius.
membrane = gmsh.model.occ.addDisk(0, 0, 0, 1, 1)
gmsh.model.occ.synchronize()
# After that, we make the membrane a physical surface, such that it is recognized by `gmsh` when generating the mesh.
# As a surface is a two-dimensional entity, we add `2` as the first argument,
# the entity tag of the membrane as the second argument, and the physical tag as the last argument.
# In a later demo, we will get into when this tag matters.
gdim = 2
gmsh.model.addPhysicalGroup(gdim, [membrane], 1)
# Finally, we generate the two-dimensional mesh.
# We set a uniform mesh size by modifying the GMSH options.
gmsh.option.setNumber("Mesh.CharacteristicLengthMin", 0.05)
gmsh.option.setNumber("Mesh.CharacteristicLengthMax", 0.05)
gmsh.model.mesh.generate(gdim)
# # Interfacing with GMSH in DOLFINx
# We will import the GMSH-mesh directly from GMSH into DOLFINx via the {py:mod}`dolfinx.io.gmsh` interface.
# The {py:mod}`dolfinx.io.gmsh` module contains two functions
# 1. {py:func}`model_to_mesh<dolfinx.io.gmsh.model_to_mesh>` which takes in a `gmsh.model`
# and returns a {py:class}`dolfinx.io.gmsh.MeshData` object.
# 2. {py:func}`read_from_msh<dolfinx.io.gmsh.read_from_msh>` which takes in a path to a `.msh`-file
# and returns a {py:class}`dolfinx.io.gmsh.MeshData` object.
#
# The {py:class}`MeshData` object will contain a {py:class}`dolfinx.mesh.Mesh`,
# under the attribute {py:attr}`mesh<dolfinx.io.gmsh.MeshData.mesh>`.
# This mesh will contain all GMSH Physical Groups of the highest topological dimension.
# ```{note}
# If you do not use `gmsh.model.addPhysicalGroup` when creating the mesh with GMSH, it can not be read into DOLFINx.
# ```
# The {py:class}`MeshData<dolfinx.io.gmsh.MeshData>` object can also contain tags for
# all other `PhysicalGroups` that has been added to the mesh, that being
# {py:attr}`cell_tags<dolfinx.io.gmsh.MeshData.cell_tags>`, {py:attr}`facet_tags<dolfinx.io.gmsh.MeshData.facet_tags>`,
# {py:attr}`ridge_tags<dolfinx.io.gmsh.MeshData.ridge_tags>` and
# {py:attr}`peak_tags<dolfinx.io.gmsh.MeshData.peak_tags>`.
# To read either `gmsh.model` or a `.msh`-file, one has to distribute the mesh to all processes used by DOLFINx.
# As GMSH does not support mesh creation with MPI, we currently have a `gmsh.model.mesh` on each process.
# To distribute the mesh, we have to specify which process the mesh was created on,
# and which communicator rank should distribute the mesh.
# The {py:func}`model_to_mesh<dolfinx.io.gmsh.model_to_mesh>` will then load the mesh on the specified rank,
# and distribute it to the communicator using a mesh partitioner.
# +
from dolfinx.io import gmsh as gmshio
from dolfinx.fem.petsc import LinearProblem
from mpi4py import MPI
gmsh_model_rank = 0
mesh_comm = MPI.COMM_WORLD
mesh_data = gmshio.model_to_mesh(gmsh.model, mesh_comm, gmsh_model_rank, gdim=gdim)
assert mesh_data.cell_tags is not None
cell_markers = mesh_data.cell_tags
domain = mesh_data.mesh
# -
# We define the function space as in the previous tutorial
# +
from dolfinx import fem
V = fem.functionspace(domain, ("Lagrange", 1))
# -
# ## Defining a spatially varying load
# The right hand side pressure function is represented using {py:class}`ufl.SpatialCoordinate` and two constants,
# one for $\beta$ and one for $R_0$.
# +
import ufl
from dolfinx import default_scalar_type
x = ufl.SpatialCoordinate(domain)
beta = fem.Constant(domain, default_scalar_type(12))
R0 = fem.Constant(domain, default_scalar_type(0.3))
p = 4 * ufl.exp(-(beta**2) * (x[0] ** 2 + (x[1] - R0) ** 2))
# -
# ## Create a Dirichlet boundary condition using geometrical conditions
# The next step is to create the homogeneous boundary condition.
# As opposed to the [first tutorial](./fundamentals_code.ipynb) we will use
# {py:func}`locate_dofs_geometrical<dolfinx.fem.locate_dofs_geometrical>` to locate the degrees of freedom on the boundary.
# As we know that our domain is a circle with radius 1, we know that any degree of freedom should be
# located at a coordinate $(x,y)$ such that $\sqrt{x^2+y^2}=1$.
# +
import numpy as np
def on_boundary(x):
return np.isclose(np.sqrt(x[0] ** 2 + x[1] ** 2), 1)
boundary_dofs = fem.locate_dofs_geometrical(V, on_boundary)
# -
# As our Dirichlet condition is homogeneous (`u=0` on the whole boundary), we can initialize the
# {py:class}`dolfinx.fem.DirichletBC` with a constant value, the degrees of freedom and the function
# space to apply the boundary condition on. We use the constructor {py:func}`dolfinx.fem.dirichletbc`.
bc = fem.dirichletbc(default_scalar_type(0), boundary_dofs, V)
# ## Defining the variational problem
# The variational problem is the same as in our first Poisson problem, where `f` is replaced by `p`.
u = ufl.TrialFunction(V)
v = ufl.TestFunction(V)
a = ufl.dot(ufl.grad(u), ufl.grad(v)) * ufl.dx
L = p * v * ufl.dx
problem = LinearProblem(
a,
L,
bcs=[bc],
petsc_options={"ksp_type": "preonly", "pc_type": "lu"},
petsc_options_prefix="membrane_",
)
uh = problem.solve()
# ## Interpolation of a UFL-expression
# As we previously defined the load `p` as a spatially varying function,
# we would like to interpolate this function into an appropriate function space for visualization.
# To do this we use the class {py:class}`Expression<dolfinx.fem.Expression>`.
# The expression takes in any UFL-expression, and a set of points on the reference element.
# We will use the {py:attr}`interpolation points<dolfinx.fem.FiniteElement.interpolation_points>`
# of the space we want to interpolate in to.
# We choose a high order function space to represent the function `p`, as it is rapidly varying in space.
Q = fem.functionspace(domain, ("Lagrange", 5))
expr = fem.Expression(p, Q.element.interpolation_points)
pressure = fem.Function(Q)
pressure.interpolate(expr)
# ## Plotting the solution over a line
# We first plot the deflection $u_h$ over the domain $\Omega$.
from dolfinx.plot import vtk_mesh
import pyvista
# Extract topology from mesh and create {py:class}`pyvista.UnstructuredGrid`
topology, cell_types, x = vtk_mesh(V)
grid = pyvista.UnstructuredGrid(topology, cell_types, x)
# Set deflection values and add it to plotter
# +
grid.point_data["u"] = uh.x.array
warped = grid.warp_by_scalar("u", factor=25)
plotter = pyvista.Plotter()
plotter.add_mesh(warped, show_edges=True, show_scalar_bar=True, scalars="u")
if not pyvista.OFF_SCREEN:
plotter.show()
else:
plotter.screenshot("deflection.png")
# -
# We next plot the load on the domain
load_plotter = pyvista.Plotter()
p_grid = pyvista.UnstructuredGrid(*vtk_mesh(Q))
p_grid.point_data["p"] = pressure.x.array.real
warped_p = p_grid.warp_by_scalar("p", factor=0.5)
warped_p.set_active_scalars("p")
load_plotter.add_mesh(warped_p, show_scalar_bar=True)
load_plotter.view_xy()
if not pyvista.OFF_SCREEN:
load_plotter.show()
else:
load_plotter.screenshot("load.png")
# ## Making curve plots throughout the domain
# Another way to compare the deflection and the load is to make a plot along the line $x=0$.
# This is just a matter of defining a set of points along the $y$-axis and evaluating the
# finite element functions $u$ and $p$ at these points.
tol = 0.001 # Avoid hitting the outside of the domain
y = np.linspace(-1 + tol, 1 - tol, 101)
points = np.zeros((3, 101))
points[1] = y
u_values = []
p_values = []
# As a finite element function is the linear combination of all degrees of freedom,
# $u_h(x)=\sum_{i=1}^N c_i \phi_i(x)$ where $c_i$ are the coefficients of $u_h$ and $\phi_i$
# is the $i$-th basis function, we can compute the exact solution at any point in $\Omega$.
# However, as a mesh consists of a large set of degrees of freedom (i.e. $N$ is large),
# we want to reduce the number of evaluations of the basis function $\phi_i(x)$.
# We do this by identifying which cell of the mesh $x$ is in.
# This is efficiently done by creating a {py:class}`bounding box tree<dolfinx.geometry.BoundingBoxTree`
# of the cells of the mesh,
# allowing a quick recursive search through the mesh entities.
# +
from dolfinx import geometry
bb_tree = geometry.bb_tree(domain, domain.topology.dim)
# -
# Now we can compute which cells the bounding box tree collides with using
# {py:func}`dolfinx.geometry.compute_collisions_points`.
# This function returns a list of cells whose bounding box collide for each input point.
# As different points might have different number of cells, the data is stored in
# {py:class}`dolfinx.graph.AdjacencyList`, where one can access the cells for the
# `i`th point by calling {py:meth}`links(i)<dolfinx.graph.AdjacencyList.links>`.
# However, as the bounding box of a cell spans more of $\mathbb{R}^n$ than the actual cell,
# we check that the actual cell collides with the input point using
# {py:func}`dolfinx.geometry.compute_colliding_cells`,
# which measures the exact distance between the point and the cell
# (approximated as a convex hull for higher order geometries).
# This function also returns an adjacency-list, as the point might align with a facet,
# edge or vertex that is shared between multiple cells in the mesh.
#
# Finally, we would like the code below to run in parallel,
# when the mesh is distributed over multiple processors.
# In that case, it is not guaranteed that every point in `points` is on each processor.
# Therefore we create a subset `points_on_proc` only containing the points found on the current processor.
cells = []
points_on_proc = []
# Find cells whose bounding-box collide with the the points
cell_candidates = geometry.compute_collisions_points(bb_tree, points.T)
# Choose one of the cells that contains the point
colliding_cells = geometry.compute_colliding_cells(domain, cell_candidates, points.T)
for i, point in enumerate(points.T):
if len(colliding_cells.links(i)) > 0:
points_on_proc.append(point)
cells.append(colliding_cells.links(i)[0])
# We now have a list of points on the processor, on in which cell each point belongs.
# We can then call {py:meth}`uh.eval<dolfinx.fem.Function.eval>` and
# {py:meth}`pressure.eval<dolfinx.fem.Function.eval>` to obtain the set of values for all the points.
points_on_proc = np.array(points_on_proc, dtype=np.float64)
u_values = uh.eval(points_on_proc, cells)
p_values = pressure.eval(points_on_proc, cells)
# As we now have an array of coordinates and two arrays of function values,
# we can use {py:mod}`matplotlib<matplotlib.pyplot>` to plot them
# +
import matplotlib.pyplot as plt
fig = plt.figure()
plt.plot(
points_on_proc[:, 1],
50 * u_values,
"k",
linewidth=2,
label="Deflection ($\\times 50$)",
)
plt.plot(points_on_proc[:, 1], p_values, "b--", linewidth=2, label="Load")
plt.grid(True)
plt.xlabel("y")
plt.legend()
# -
# If executed in parallel as a Python file, we save a plot per processor
plt.savefig(f"membrane_rank{MPI.COMM_WORLD.rank:d}.png")
# ## Saving functions to file
# As mentioned in the previous section, we can also use Paraview to visualize the solution.
# +
import dolfinx.io
from pathlib import Path
pressure.name = "Load"
uh.name = "Deflection"
results_folder = Path("results")
results_folder.mkdir(exist_ok=True, parents=True)
with dolfinx.io.VTXWriter(
MPI.COMM_WORLD, results_folder / "membrane_pressure.bp", [pressure], engine="BP4"
) as vtx:
vtx.write(0.0)
with dolfinx.io.VTXWriter(
MPI.COMM_WORLD, results_folder / "membrane_deflection.bp", [uh], engine="BP4"
) as vtx:
vtx.write(0.0)