DAMASK_EICMD/python/damask/mechanics.py

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import numpy as np
def Cauchy(F,P):
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"""
Return Cauchy stress calculated from 1. Piola-Kirchhoff stress and deformation gradient.
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Resulting tensor is symmetrized as the Cauchy stress needs to be symmetric.
Parameters
----------
F : numpy.array of shape (x,3,3) or (3,3)
Deformation gradient.
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P : numpy.array of shape (x,3,3) or (3,3)
1. Piola-Kirchhoff stress.
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"""
if np.shape(F) == np.shape(P) == (3,3):
sigma = 1.0/np.linalg.det(F) * np.dot(F,P)
else:
sigma = np.einsum('i,ijk,ilk->ijl',1.0/np.linalg.det(F),P,F)
return symmetric(sigma)
def strain_tensor(F,t,ord):
"""
Return strain tensor calculated from deformation gradient.
For details refer to Albrecht Bertram: Elasticity and Plasticity of Large Deformations:
An Introduction (3rd Edition, 2012), p. 102.
Parameters
----------
F : numpy.array of shape (x,3,3) or (3,3)
Deformation gradient.
t : {V, U}
Type of the polar decomposition, V for right stretch tensor and U for left stretch tensor.
ord : float
Order of the strain
"""
F_expanded = F if len(F.shape) == 3 else F.reshape(1,3,3)
if t == 'U':
B = np.matmul(F_expanded,transpose(F_expanded))
U,n = np.linalg.eigh(symmetric(B))
l = np.log(U) if ord == 0 else U**ord - np.broadcast_to(np.ones(3),[U.shape[0],3])
elif t == 'V':
C = np.matmul(transpose(F_expanded),F_expanded)
V,n = np.linalg.eigh(symmetric(C))
l = np.log(V) if ord == 0 else np.broadcast_to(np.ones(3),[V.shape[0],3]) - 1.0/V**ord
epsilon = np.matmul(n,np.einsum('ij,ikj->ijk',l,n))
return epsilon.reshape((3,3)) if np.shape(F) == (3,3) else \
epsilon
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def deviatoric_part(x):
"""
Return deviatoric part of a tensor.
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Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Tensor.
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"""
return x - np.eye(3)*spherical_part(x) if np.shape(x) == (3,3) else \
x - np.einsum('ijk,i->ijk',np.broadcast_to(np.eye(3),[x.shape[0],3,3]),spherical_part(x))
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def spherical_part(x):
"""
Return spherical (hydrostatic) part of a tensor.
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A single scalar is returned, i.e. the hydrostatic part is not mapped on the 3rd order identity
matrix.
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Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Tensor.
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"""
return np.trace(x)/3.0 if np.shape(x) == (3,3) else \
np.trace(x,axis1=1,axis2=2)/3.0
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def Mises_stress(sigma):
"""
Return the Mises equivalent of a stress tensor.
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Parameters
----------
sigma : numpy.array of shape (x,3,3) or (3,3)
Symmetric stress tensor.
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"""
s = deviatoric_part(sigma)
return np.sqrt(3.0/2.0*np.trace(s)) if np.shape(sigma) == (3,3) else \
np.sqrt(3.0/2.0*np.einsum('ijk->i',s))
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def Mises_strain(epsilon):
"""
Return the Mises equivalent of a strain tensor.
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Parameters
----------
epsilon : numpy.array of shape (x,3,3) or (3,3)
Symmetric strain tensor.
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"""
s = deviatoric_part(epsilon)
return np.sqrt(2.0/3.0*np.trace(s)) if np.shape(epsilon) == (3,3) else \
np.sqrt(2.0/3.0*np.einsum('ijk->i',s))
def symmetric(x):
"""
Return the symmetrized tensor.
Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Tensor.
"""
return (x+transpose(x))*0.5
def maximum_shear(x):
"""
Return the maximum shear component of a symmetric tensor.
Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Symmetric tensor.
"""
w = np.linalg.eigvalsh(symmetric(x)) # eigenvalues in ascending order
return (w[2] - w[0])*0.5 if np.shape(epsilon) == (3,3) else \
(w[:,2] - w[:,0])*0.5
def principal_components(x):
"""
Return the principal components of a symmetric tensor.
The principal components (eigenvalues) are sorted in descending order, each repeated according to
its multiplicity.
Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Symmetric tensor.
"""
w = np.linalg.eigvalsh(symmetric(x)) # eigenvalues in ascending order
return w[::-1] if np.shape(epsilon) == (3,3) else \
w[:,::-1]
def transpose(x):
"""
Return the transpose of a tensor.
Parameters
----------
x : numpy.array of shape (x,3,3) or (3,3)
Tensor.
"""
return x.T if np.shape(x) == (3,3) else \
np.transpose(x,(0,2,1))