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muSpectre/tests/python_projection_tests.py
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#!/usr/bin/env python3
# -*- coding:utf-8 -*-
"""
file python_projection_tests.py
@author Till Junge <till.junge@altermail.ch>
@date 18 Jan 2018
@brief compare µSpectre's projection operators to GooseFFT
@section LICENSE
Copyright © 2018 Till Junge
µSpectre is free software; you can redistribute it and/or
modify it under the terms of the GNU General Public License as
published by the Free Software Foundation, either version 3, or (at
your option) any later version.
µSpectre is distributed in the hope that it will be useful, but
WITHOUT ANY WARRANTY; without even the implied warranty of
MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU
General Public License for more details.
You should have received a copy of the GNU General Public License
along with GNU Emacs; see the file COPYING. If not, write to the
Free Software Foundation, Inc., 59 Temple Place - Suite 330,
Boston, MA 02111-1307, USA.
"""
import unittest
import numpy as np
import scipy.sparse.linalg as sp
import itertools
from python_test_imports import µ
def get_bulk_shear(E, nu):
return E/(3*(1-2*nu)), E/(2*(1+nu))
class FiniteStrainProjectionGooseFFT(object):
def __init__(self, ndim, resolution, incl_size, E, nu, contrast):
"""
wraps the GooseFFT hyper-elasticity script into a more user-friendly
class
Keyword Arguments:
ndim -- number of dimensions of the problem, should be 2 or 3
resolution -- pixel resolution, integer
incl_size -- edge length of cubic hard inclusion in pixels
E -- Young's modulus of soft phase
nu -- Poisson's ratio
constrast -- ratio between hard and soft Young's modulus
"""
self.ndim = ndim
self.resolution = resolution
self.incl_size = incl_size
self.E = E
self.nu = nu
self.contrast = contrast
self.Kval, self.mu = get_bulk_shear(E, nu)
self.setup()
def setup(self):
ndim=self.ndim
trans2 = lambda A2 : np.einsum('ij... ->ji... ',A2 )
ddot42 = lambda A4,B2: np.einsum('ijkl...,lk... ->ij... ',A4,B2)
ddot44 = lambda A4,B4: np.einsum('ijkl...,lkmn...->ijmn...',A4,B4)
dot22 = lambda A2,B2: np.einsum('ij... ,jk... ->ik... ',A2,B2)
dot24 = lambda A2,B4: np.einsum('ij... ,jkmn...->ikmn...',A2,B4)
dot42 = lambda A4,B2: np.einsum('ijkl...,lm... ->ijkm...',A4,B2)
dyad22 = lambda A2,B2: np.einsum('ij... ,kl... ->ijkl...',A2,B2)
i = np.eye(ndim)
# identity tensors [grid of tensors]
shape = tuple((self.resolution for _ in range(ndim)))
oneblock = np.ones(shape)
def expand(arr):
new_shape = (np.prod(arr.shape), np.prod(shape))
ret_arr = np.zeros(new_shape)
ret_arr[:] = arr.reshape(-1)[:, np.newaxis]
return ret_arr.reshape((*arr.shape, *shape))
I = expand(i)
self.I = I
I4 = expand(np.einsum('il,jk',i,i))
I4rt = expand(np.einsum('ik,jl',i,i))
I4s = (I4+I4rt)/2.
II = dyad22(I,I)
# projection operator [grid of tensors]
# NB can be vectorized (faster, less readable), see: "elasto-plasticity.py"
# - support function / look-up list / zero initialize
delta = lambda i,j: np.float(i==j) # Dirac delta function
N = self.ndim
freq = np.fft.fftfreq(N, 1/N) # coordinate axis -> freq. axis
Ghat4 = np.zeros([ndim,ndim,ndim,ndim,*shape]) # zero initialize
# - compute
for xyz in itertools.product(range(N), repeat=self.ndim):
q = np.array([freq[index] for index in xyz]) # frequency vector
if not q.dot(q) == 0: # zero freq. -> mean
for i,j,l,m in itertools.product(range(ndim),repeat=4):
index = tuple((i,j,l,m,*xyz))
Ghat4[index] = delta(i,m)*q[j]*q[l]/(q.dot(q))
# (inverse) Fourier transform (for each tensor component in each direction)
fft = lambda x : np.fft.fftn (x, shape)
ifft = lambda x : np.fft.ifftn(x, shape)
# functions for the projection 'G', and the product 'G : K^LT : (delta F)^T'
G = lambda A2 : np.real( ifft( ddot42(Ghat4,fft(A2)) ) ).reshape(-1)
K_dF = lambda dFm: trans2(ddot42(self.K4,trans2(dFm.reshape(ndim,ndim,*shape))))
G_K_dF = lambda dFm: G(K_dF(dFm))
# ------------------- PROBLEM DEFINITION / CONSTITIVE MODEL ----------------
# phase indicator: cubical inclusion of volume fraction (9**3)/(31**3)
incl = self.incl_size
phase = np.zeros(shape)
if self.ndim == 2:
phase[-incl:,:incl] = 1.
else:
phase[-incl:,:incl,-incl:] = 1.
# material parameters + function to convert to grid of scalars
param = lambda M0,M1: M0*oneblock*(1.-phase)+M1*oneblock*phase
K = param(self.Kval, self.contrast*self.Kval)
mu = param(self.mu, self.contrast*self.mu)
# constitutive model: grid of "F" -> grid of "P", "K4" [grid of tensors]
def constitutive(F):
C4 = K*II+2.*mu*(I4s-1./3.*II)
S = ddot42(C4,.5*(dot22(trans2(F),F)-I))
P = dot22(F,S)
K4 = dot24(S,I4)+ddot44(ddot44(I4rt,dot42(dot24(F,C4),trans2(F))),I4rt)
self.K4 = K4
self.P = P
return P,K4
self.constitutive = constitutive
self.G = G
self.G_K_dF = G_K_dF
self.Ghat4 = Ghat4
def run(self):
ndim = self.ndim
shape = tuple((self.resolution for _ in range(ndim)))
# ----------------------------- NEWTON ITERATIONS -----------------------------
# initialize deformation gradient, and stress/stiffness [grid of tensors]
F = np.array(self.I,copy=True)
P,K4 = self.constitutive(F)
# set macroscopic loading
zer_shap = (ndim, ndim, *shape)
DbarF = np.zeros(zer_shap); DbarF[0,1] += 1.0
# initial residual: distribute "barF" over grid using "K4"
b = -self.G_K_dF(DbarF)
F += DbarF
Fn = np.linalg.norm(F)
iiter = 0
# iterate as long as the iterative update does not vanish
class accumul(object):
def __init__(self):
self.counter = 0
def __call__(self, dummy):
self.counter += 1
acc = accumul()
while True:
dFm,_ = sp.cg(tol=1.e-8,
A = sp.LinearOperator(shape=(
F.size,F.size),matvec=self.G_K_dF,dtype='float'),
b = b,
callback=acc
) # solve linear system using CG
F += dFm.reshape(ndim,ndim,*shape) # update DOFs (array -> tens.grid)
P,K4 = self.constitutive(F) # new residual stress and tangent
b = -self.G(P) # convert res.stress to residual
print('%10.2e'%(np.linalg.norm(dFm)/Fn)) # print residual to the screen
if np.linalg.norm(dFm)/Fn<1.e-5 and iiter>0: break # check convergence
iiter += 1
print("nb_cg: {0}".format(acc.counter))
def build_test_classes(Projection, RefProjection, name):
class ProjectionCheck(unittest.TestCase):
def __init__(self, methodName='runTest'):
super().__init__(methodName)
self.__class__.__qualname__ = name
def setUp(self):
self.ref = RefProjection
self.resolution = self.ref.resolution
self.ndim = self.ref.ndim
self.shape = list((self.resolution for _ in range(self.ndim)))
self.projection = Projection(self.shape, self.shape)
self.projection.initialise()
self.tol = 1e-14
def test_Ghat4(self):
# refG is rowmajor and the dims are i,j,k,l,x,y(,z)
# reshape refG so they are n² × n² × ¶(resolution)
refG = self.ref.Ghat4.reshape(
self.ndim**2, self.ndim**2, np.prod(self.shape))
# mspG is colmajor (not sure what that's worth, though) with dims
# ijkl, xy(z)
# reshape mspG so they are ¶(hermitian) × n² × n²
ref_sizes = self.shape
msp_sizes = µ.get_hermitian_sizes(self.shape)
hermitian_size = np.prod(msp_sizes)
mspG = self.projection.get_operator()
print(refG.shape)
print(mspG.shape)
rando = np.random.random((self.ndim, self.ndim))
for i in range(hermitian_size):
coord = µ.get_ccoord(msp_sizes, i)
ref_id = µ.get_index(ref_sizes, coord)
msp_id = µ.get_index(msp_sizes, coord)
msp_g = mspG[:, msp_id].reshape(self.ndim**2, self.ndim**2)
error = np.linalg.norm(refG[:, :, ref_id] -
msp_g)
condition = error < self.tol
if not condition:
print("G_µ{} =\n{}".format(coord, msp_g))
print("G_g{} =\n{}".format(coord, refG[:, :, ref_id]))
self.assertTrue(condition)
return ProjectionCheck
get_finite_goose = lambda ndim: FiniteStrainProjectionGooseFFT(
ndim, 11, 3, 70e9, .33, 3.)
FiniteStrainProjectionCheck = build_test_classes(µ.fft.ProjectionFiniteStrain_3d,
get_finite_goose(3),
"FiniteStrainDefaultProjection")
if __name__ == "__main__":
f = FiniteStrainProjectionCheck()
f.setUp()
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