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rAKA/test/test_python_interface/test_pybind.py
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test_pybind.py
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# import pybind11
import pytest
import os
import subprocess
import numpy as np
import py11_akantu_test_common as aka
def test_array_size():
ptr, array = aka.createArray(1000, 3)
assert array.shape == (1000, 3)
def test_array_nocopy():
ptr, array = aka.createArray(1000, 3)
through_python = aka.getRawPointerArray(array)
assert(ptr == through_python)
def test_modify_array():
ptr, array = aka.createArray(3, 3)
array[0, :] = (1., 2., 3.)
array2 = aka.getArray(ptr)
assert(np.linalg.norm(array-array2) < 1e-15)
for i in [1, 2, 3]:
ptr, array = aka.createArray(10000, i)
array[:, :] = np.random.random((10000, i))
array2 = aka.getArray(ptr)
assert(np.linalg.norm(array-array2) < 1e-15)
def test_array_copy():
ptr, array = aka.createArray(1000, 3)
array2 = aka.copyArray(ptr)
ptr2 = aka.getRawPointerArray(array2)
assert(ptr != ptr2)
def test_vector_size():
ptr, vector = aka.createVector(3)
assert vector.shape == (3,)
def test_vector_nocopy():
ptr, vector = aka.createVector(3)
through_python = aka.getRawPointerVector(vector)
assert(ptr == through_python)
def test_modify_vector():
ptr, vector = aka.createVector(3)
vector[:] = (1., 2., 3.)
vector2 = aka.getVector(ptr)
assert(np.linalg.norm(vector-vector2) < 1e-15)
for i in np.arange(1, 10):
ptr, vector = aka.createVector(i)
vector[:] = np.random.random(i)
vector2 = aka.getVector(ptr)
assert(np.linalg.norm(vector-vector2) < 1e-15)
def test_vector_copy():
ptr, vector = aka.createVector(1000)
vector2 = aka.copyVector(ptr)
ptr2 = aka.getRawPointerVector(vector2)
assert(ptr != ptr2)
def test_matrix_size():
ptr, matrix = aka.createMatrix(3, 2)
assert matrix.shape == (3, 2)
def test_matrix_nocopy():
ptr, matrix = aka.createMatrix(3, 2)
through_python = aka.getRawPointerMatrix(matrix)
assert(ptr == through_python)
def test_modify_matrix():
ptr, matrix = aka.createMatrix(2, 3)
matrix[0, :] = (1., 2., 3.)
matrix2 = aka.getMatrix(ptr)
assert(np.linalg.norm(matrix-matrix2) < 1e-15)
for i in np.arange(1, 10):
for j in np.arange(1, 10):
ptr, matrix = aka.createMatrix(i, j)
matrix[:, :] = np.random.random((i, j))
matrix2 = aka.getMatrix(ptr)
assert(np.linalg.norm(matrix-matrix2) < 1e-15)
def test_matrix_copy():
ptr, matrix = aka.createMatrix(10, 3)
matrix2 = aka.copyMatrix(ptr)
ptr2 = aka.getRawPointerMatrix(matrix2)
assert(ptr != ptr2)
@pytest.fixture
def dcb_mesh():
geo_file = 'mesh_dcb_2d.geo'
mesh_file = 'mesh_dcb_2d.msh'
if os.path.exists(mesh_file):
return mesh_file
open(geo_file, 'w').write("""
//Mesh size
dx = 57.8e-5;
Point(1) = {0,0,0,dx};
Point(2) = {0,0.00055,0,dx};
Point(3) = {0,-0.00055,0,dx};
Point(4) = {57.8e-3,0,0,dx};
Point(5) = {57.8e-3,0.00055,0,dx};
Point(6) = {57.8e-3,-0.00055,0,dx};
Line(1) = {1, 2};
Line(2) = {2, 5};
Line(3) = {5, 4};
Line(4) = {1, 4};
Line(5) = {1, 3};
Line(6) = {6, 4};
Line(7) = {3, 6};
Line Loop(8) = {2, 3, -4, 1};
Plane Surface(9) = {-8};
Line Loop(10) = {5, 7, 6, -4};
Plane Surface(11) = {10};
Physical Surface("bulk") = {9,11};
Physical Line("coh") = {4};
Physical Line("edge") = {1};
Transfinite Surface "*";
Recombine Surface "*";
Mesh.SecondOrderIncomplete = 1;
""")
ret = subprocess.call(
'gmsh -format msh2 -2 {0} -order 2 -o {1}'.format(
geo_file, mesh_file), shell=True)
if not ret == 0:
raise Exception(
'execution of GMSH failed: do you have it installed ?')
return mesh_file
@pytest.fixture
def elastic_material():
mat_file = 'elastic.dat'
open(mat_file, 'w').write("""
material elastic [
name = bulk
rho = 2500
nu = 0.22
E = 71e9
]
""")
return mat_file
def test_multiple_init(dcb_mesh, elastic_material):
aka.parseInput(elastic_material)
print('First initialisation')
mesh = aka.Mesh(2)
mesh.read(dcb_mesh)
model = aka.SolidMechanicsModel(mesh)
model.initFull(aka.SolidMechanicsModelOptions(aka._static))
del model
del mesh
print('Second initialisation')
mesh = aka.Mesh(2)
mesh.read(dcb_mesh)
model = aka.SolidMechanicsModel(mesh)
model.initFull(aka.SolidMechanicsModelOptions(aka._static))
del model
del mesh
print('All right')
def test_boundary_condition_functors(dcb_mesh, elastic_material):
class FixedValue(aka.DirichletFunctor):
def __init__(self, value, axis):
super().__init__(axis)
self.value = value
self.axis = int(axis)
def __call__(self, node, flags, primal, coord):
primal[self.axis] = self.value
flags[self.axis] = True
class FromStress(aka.NeumannFunctor):
def __init__(self, stress):
super().__init__()
self.stress = stress
def __call__(self, quad_point, dual, coord, normals):
dual[:] = np.dot(self.stress, normals)
aka.parseInput(elastic_material)
mesh = aka.Mesh(2)
mesh.read(dcb_mesh)
model = aka.SolidMechanicsModel(mesh, 2)
model.initFull()
model.applyBC(FixedValue(0.0, aka._x), "edge")
stress = np.array([[1, 0],
[0, 0]])
blocked_nodes = mesh.getElementGroup("edge").getNodes().flatten()
boundary = model.getBlockedDOFs()
# Testing that nodes are correctly blocked
for n in blocked_nodes:
assert boundary[n, 0]
boundary.fill(False)
model.applyBC(FromStress(stress), "edge")
force = model.getExternalForce()
# Checking that nodes have a force in the correct direction
for n in blocked_nodes:
assert force[n, 0] > 0
return 0
def test_mesh_interface(dcb_mesh):
mesh = aka.Mesh(2)
mesh.read(dcb_mesh)
# Tests the getNbElement() function
if mesh.getNbElement(aka._quadrangle_8) != mesh.getNbElement(2):
raise Exception("Number of elements wrong: "
" {0} != {1}".format(
mesh.getNbElement(aka._quadrangle_8),
mesh.getNbElement(2)))
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