import numpy as np from damask import mechanics class TestMechanics: n = 1000 c = np.random.randint(n) def test_vectorize_Cauchy(self): P = np.random.random((self.n,3,3)) F = np.random.random((self.n,3,3)) assert np.allclose(mechanics.Cauchy(F,P)[self.c], mechanics.Cauchy(F[self.c],P[self.c])) def test_vectorize_strain_tensor(self): F = np.random.random((self.n,3,3)) t = ['V','U'][np.random.randint(0,2)] m = np.random.random()*10. -5.0 assert np.allclose(mechanics.strain_tensor(F,t,m)[self.c], mechanics.strain_tensor(F[self.c],t,m)) def test_vectorize_deviatoric_part(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.deviatoric_part(x)[self.c], mechanics.deviatoric_part(x[self.c])) def test_vectorize_spherical_part(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.spherical_part(x)[self.c], mechanics.spherical_part(x[self.c])) def test_vectorize_Mises_stress(self): sigma = np.random.random((self.n,3,3)) assert np.allclose(mechanics.Mises_stress(sigma)[self.c], mechanics.Mises_stress(sigma[self.c])) def test_vectorize_Mises_strain(self): epsilon = np.random.random((self.n,3,3)) assert np.allclose(mechanics.Mises_strain(epsilon)[self.c], mechanics.Mises_strain(epsilon[self.c])) def test_vectorize_symmetric(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.symmetric(x)[self.c], mechanics.symmetric(x[self.c])) def test_vectorize_maximum_shear(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.maximum_shear(x)[self.c], mechanics.maximum_shear(x[self.c])) def test_vectorize_principal_components(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.principal_components(x)[self.c], mechanics.principal_components(x[self.c])) def test_vectorize_transpose(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.transpose(x)[self.c], mechanics.transpose(x[self.c])) def test_vectorize_rotational_part(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.rotational_part(x)[self.c], mechanics.rotational_part(x[self.c])) def test_vectorize_left_stretch(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.left_stretch(x)[self.c], mechanics.left_stretch(x[self.c])) def test_vectorize_right_stretch(self): x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.right_stretch(x)[self.c], mechanics.right_stretch(x[self.c])) def test_Cauchy(self): """Ensure Cauchy stress is symmetrized 1. Piola-Kirchhoff stress for no deformation.""" P = np.random.random((self.n,3,3)) assert np.allclose(mechanics.Cauchy(np.broadcast_to(np.eye(3),(self.n,3,3)),P), mechanics.symmetric(P)) def test_strain_tensor_no_rotation(self): """Ensure that left and right stretch give same results for no rotation.""" F = np.broadcast_to(np.eye(3),[self.n,3,3])*np.random.random((self.n,3,3)) m = np.random.random()*20.0-10.0 assert np.allclose(mechanics.strain_tensor(F,'U',m), mechanics.strain_tensor(F,'V',m)) def test_strain_tensor_rotation(self): """Ensure that pure rotation results in no strain.""" F = mechanics.rotational_part(np.random.random((self.n,3,3))) t = ['V','U'][np.random.randint(0,2)] m = np.random.random()*2.0 - 1.0 assert np.allclose(mechanics.strain_tensor(F,t,m), 0.0) def test_spherical_deviatoric_part(self): """Ensure that full tensor is sum of spherical and deviatoric part.""" x = np.random.random((self.n,3,3)) sph = np.broadcast_to(np.eye(3),(self.n,3,3))\ * np.repeat(mechanics.spherical_part(x),9).reshape(self.n,3,3) assert np.allclose(sph + mechanics.deviatoric_part(x), x) def test_symmetric(self): """Ensure that a symmetric tensor is half of the sum of a tensor and its transpose.""" x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.symmetric(x)*2.0, mechanics.transpose(x)+x) def test_transpose(self): """Ensure that a symmetric tensor equals its transpose.""" x = mechanics.symmetric(np.random.random((self.n,3,3))) assert np.allclose(mechanics.transpose(x), x) def test_Mises(self): """Ensure that equivalent stress is 3/2 of equivalent strain.""" x = np.random.random((self.n,3,3)) assert np.allclose(mechanics.Mises_stress(x)/mechanics.Mises_strain(x), 1.5)