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python_exact_reference_plastic_test.py
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			#!/usr/bin/env python3
			# -- coding:utf-8 --
			from python_exact_reference_elastic_test import ndim, N, Nx, Ny, Nz
			from material_hyper_elasto_plastic1 import PK1_fun_3d
			import python_exact_reference_elastic_test as elastic_ref
			from python_exact_reference_elastic_test import Counter
			from python_exact_reference_elastic_test import t2_from_goose
			from python_exact_reference_elastic_test import t4_vec_to_goose
			from python_exact_reference_elastic_test import t4_to_goose
			from python_exact_reference_elastic_test import scalar_vec_to_goose
			from python_exact_reference_elastic_test import t2_vec_to_goose
			from python_exact_reference_elastic_test import deserialise_t4, t2_to_goose
			import sys
			import itertools
			import scipy.sparse.linalg as sp
			"""
			file python_exact_reference_plastic_test.py

			@author Till Junge <till.junge@epfl.ch>

			@date 22 Jun 2018

			@brief Tests exactness of each iterate with respect to python reference
			implementation from GooseFFT for plasticity

			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.

			Additional permission under GNU GPL version 3 section 7

			If you modify this Program, or any covered work, by linking or combining it
			with proprietary FFT implementations or numerical libraries, containing parts
			covered by the terms of those libraries' licenses, the licensors of this
			Program grant you additional permission to convey the resulting work.
			"""


			import unittest
			import numpy as np
			import numpy.linalg as linalg
			from python_test_imports import µ
			# turn of warning for zero division
			# (which occurs in the linearization of the logarithmic strain)
			np.seterr(divide='ignore', invalid='ignore')


			# ----------------------------------- GRID ------------------------------------
			shape = [Nx, Ny, Nz]


			def standalone_dyad22(A2, B2): return np.einsum('ij ,kl ->ijkl', A2, B2)


			def standalone_dyad11(A1, B1): return np.einsum('i ,j ->ij ', A1, B1)


			def standalone_dot22(A2, B2): return np.einsum('ij ,jk ->ik ', A2, B2)


			def standalone_dot24(A2, B4): return np.einsum('ij ,jkmn->ikmn', A2, B4)


			def standalone_dot42(A4, B2): return np.einsum('ijkl,lm ->ijkm', A4, B2)


			standalone_inv2 = np.linalg.inv


			def standalone_ddot22(A2, B2): return np.einsum('ij ,ji -> ', A2, B2)


			def standalone_ddot42(A4, B2): return np.einsum('ijkl,lk ->ij ', A4, B2)


			def standalone_ddot44(A4, B4): return np.einsum('ijkl,lkmn->ijmn', A4, B4)


			def constitutive_standalone(K, mu, H, tauy0, F, F_t, be_t, ep_t, dim):
			I = np.eye(dim)
			II = standalone_dyad22(I, I)
			I4 = np.einsum('il,jk', I, I)
			I4rt = np.einsum('ik,jl', I, I)
			I4s = (I4+I4rt)/2.

			def ln2(A2):
			vals, vecs = np.linalg.eig(A2)
			return sum(
			[np.log(vals[i])*standalone_dyad11(vecs[:, i], vecs[:, i])
			for i in range(dim)])

			def exp2(A2):
			vals, vecs = np.linalg.eig(A2)
			return sum(
			[np.exp(vals[i])*standalone_dyad11(vecs[:, i], vecs[:, i])
			for i in range(dim)])

			# function to compute linearization of the logarithmic Finger tensor
			def dln2_d2(A2):
			vals, vecs = np.linalg.eig(A2)
			K4 = np.zeros([dim, dim, dim, dim])
			for m, n in itertools.product(range(dim), repeat=2):

			if vals[n] == vals[m]:
			gc = (1.0/vals[m])
			else:
			gc = (np.log(vals[n])-np.log(vals[m]))/(vals[n]-vals[m])
			K4 += gc*standalone_dyad22(standalone_dyad11(
			vecs[:, m], vecs[:, n]), standalone_dyad11(vecs[:, m],
			vecs[:, n]))
			return K4

			# elastic stiffness tensor
			C4e = KII+2.mu(I4s-1./3.II)

			# trial state
			Fdelta = standalone_dot22(F, standalone_inv2(F_t))
			be_s = standalone_dot22(Fdelta, standalone_dot22(be_t, Fdelta.T))
			lnbe_s = ln2(be_s)
			tau_s = standalone_ddot42(C4e, lnbe_s)/2.
			taum_s = standalone_ddot22(tau_s, I)/3.
			taud_s = tau_s-taum_s*I
			taueq_s = np.sqrt(3./2.*standalone_ddot22(taud_s, taud_s))
			div = np.where(taueq_s < 1e-12, np.ones_like(taueq_s), taueq_s)
			N_s = 3./2.*taud_s/div
			phi_s = taueq_s-(tauy0+H*ep_t)
			phi_s = 1./2.*(phi_s+np.abs(phi_s))

			# return map
			dgamma = phi_s/(H+3.*mu)
			ep = ep_t + dgamma
			tau = tau_s - 2.dgammaN_s*mu
			lnbe = lnbe_s-2.dgammaN_s
			be = exp2(lnbe)
			P = standalone_dot22(tau, standalone_inv2(F).T)

			# consistent tangent operator
			a0 = dgamma*mu/taueq_s
			a1 = mu/(H+3.*mu)
			C4ep = (((K-2./3.mu)/2.+a0mu)II+(1.-3.a0)mu
			I4s+2.mu(a0-a1)*standalone_dyad22(N_s, N_s))
			dlnbe4_s = dln2_d2(be_s)
			dbe4_s = 2.*standalone_dot42(I4s, be_s)
			# K4a = ((C4e/2.)*(phi_s<=0.).astype(np.float)+
			# C4ep*(phi_s>0.).astype(np.float))
			K4a = np.where(phi_s <= 0, C4e/2., C4ep)
			K4b = standalone_ddot44(K4a, standalone_ddot44(dlnbe4_s, dbe4_s))
			K4c = standalone_dot42(-I4rt, tau)+K4b
			K4 = standalone_dot42(standalone_dot24(
			standalone_inv2(F), K4c), standalone_inv2(F).T)

			return P, tau, K4, be, ep, dlnbe4_s, dbe4_s, K4a, K4b, K4c


			# ----------------------------- TENSOR OPERATIONS -----------------------------

			# tensor operations / products: np.einsum enables index notation, avoiding loops
			# e.g. ddot42 performs $C_ij = A_ijkl B_lk$ for the entire grid
			def trans2(A2): return np.einsum('ijxyz ->jixyz ', A2)


			def ddot22(A2, B2): return np.einsum('ijxyz ,jixyz ->xyz ', A2, B2)


			def ddot42(A4, B2): return np.einsum('ijklxyz,lkxyz ->ijxyz ', A4, B2)


			def ddot44(A4, B4): return np.einsum('ijklxyz,lkmnxyz->ijmnxyz', A4, B4)


			def dot11(A1, B1): return np.einsum('ixyz ,ixyz ->xyz ', A1, B1)


			def dot22(A2, B2): return np.einsum('ijxyz ,jkxyz ->ikxyz ', A2, B2)


			def dot24(A2, B4): return np.einsum('ijxyz ,jkmnxyz->ikmnxyz', A2, B4)


			def dot42(A4, B2): return np.einsum('ijklxyz,lmxyz ->ijkmxyz', A4, B2)


			def dyad22(A2, B2): return np.einsum('ijxyz ,klxyz ->ijklxyz', A2, B2)


			def dyad11(A1, B1): return np.einsum('ixyz ,jxyz ->ijxyz ', A1, B1)


			# eigenvalue decomposition of 2nd-order tensor: return in convention i,j,x,y,z
			# NB requires to swap default order of NumPy (in in/output)
			def eig2(A2):
			def swap1i(A1): return np.einsum('xyzi ->ixyz ', A1)

			def swap2(A2): return np.einsum('ijxyz->xyzij', A2)

			def swap2i(A2): return np.einsum('xyzij->ijxyz', A2)
			vals, vecs = np.linalg.eig(swap2(A2))
			vals = swap1i(vals)
			vecs = swap2i(vecs)
			return vals, vecs

			# logarithm of grid of 2nd-order tensors


			def ln2(A2):
			vals, vecs = eig2(A2)
			return sum([np.log(vals[i])*dyad11(vecs[:, i], vecs[:, i])
			for i in range(3)])

			# exponent of grid of 2nd-order tensors


			def exp2(A2):
			vals, vecs = eig2(A2)
			return sum([np.exp(vals[i])*dyad11(vecs[:, i], vecs[:, i])
			for i in range(3)])

			# determinant of grid of 2nd-order tensors


			def det2(A2):
			return (A2[0, 0]A2[1, 1]A2[2, 2]+A2[0, 1]A2[1, 2]A2[2, 0] +
			A2[0, 2]A2[1, 0]A2[2, 1]) -\
			(A2[0, 2]A2[1, 1]A2[2, 0]+A2[0, 1]*A2[1, 0]
			* A2[2, 2]+A2[0, 0]A2[1, 2]A2[2, 1])

			# inverse of grid of 2nd-order tensors


			def inv2(A2):
			A2det = det2(A2)
			A2inv = np.empty([3, 3, Nx, Ny, Nz])
			A2inv[0, 0] = (A2[1, 1]A2[2, 2]-A2[1, 2]A2[2, 1])/A2det
			A2inv[0, 1] = (A2[0, 2]A2[2, 1]-A2[0, 1]A2[2, 2])/A2det
			A2inv[0, 2] = (A2[0, 1]A2[1, 2]-A2[0, 2]A2[1, 1])/A2det
			A2inv[1, 0] = (A2[1, 2]A2[2, 0]-A2[1, 0]A2[2, 2])/A2det
			A2inv[1, 1] = (A2[0, 0]A2[2, 2]-A2[0, 2]A2[2, 0])/A2det
			A2inv[1, 2] = (A2[0, 2]A2[1, 0]-A2[0, 0]A2[1, 2])/A2det
			A2inv[2, 0] = (A2[1, 0]A2[2, 1]-A2[1, 1]A2[2, 0])/A2det
			A2inv[2, 1] = (A2[0, 1]A2[2, 0]-A2[0, 0]A2[2, 1])/A2det
			A2inv[2, 2] = (A2[0, 0]A2[1, 1]-A2[0, 1]A2[1, 0])/A2det
			return A2inv

			# ------------------------ INITIATE (IDENTITY) TENSORS ------------------------


			# identity tensor (single tensor)
			i = np.eye(3)
			# identity tensors (grid)
			I = np.einsum('ij,xyz', i, np.ones([Nx, Ny, Nz]))
			I4 = np.einsum('ijkl,xyz->ijklxyz', np.einsum('il,jk', i, i),
			np.ones([Nx, Ny, Nz]))
			I4rt = np.einsum('ijkl,xyz->ijklxyz', np.einsum('ik,jl', i, i),
			np.ones([Nx, Ny, Nz]))
			I4s = (I4+I4rt)/2.
			II = dyad22(I, I)

			# ------------------------------------ FFT ------------------------------------

			# projection operator (only for non-zero frequency, associated with the mean)
			# NB: vectorized version of "hyper-elasticity.py"
			# - allocate / support function
			Ghat4 = np.zeros([3, 3, 3, 3, Nx, Ny, Nz]) # projection operator
			x = np.zeros([3, Nx, Ny, Nz], dtype='int64') # position vectors
			q = np.zeros([3, Nx, Ny, Nz], dtype='int64') # frequency vectors


			# Dirac delta function
			def delta(i, j): return np.float(i == j)


			# - set "x" as position vector of all grid-points [grid of vector-components]
			x[0], x[1], x[2] = np.mgrid[:Nx, :Ny, :Nz]
			# - convert positions "x" to frequencies "q" [grid of vector-components]
			for i in range(3):
			freq = np.arange(-(shape[i]-1)/2, +(shape[i]+1)/2, dtype='int64')
			q[i] = freq[x[i]]
			# - compute "Q = \|\|q\|\|", and "norm = 1/Q" being zero for the mean (Q==0)
			# NB: avoid zero division
			q = q.astype(np.float)
			Q = dot11(q, q)
			Z = Q == 0
			Q[Z] = 1.
			norm = 1./Q
			norm[Z] = 0.
			# - set projection operator [grid of tensors]
			for i, j, l, m in itertools.product(range(3), repeat=4):
			Ghat4[i, j, l, m] = normdelta(i, m)q[j]*q[l]

			# (inverse) Fourier transform (for each tensor component in each direction)


			def fft(x): return np.fft.fftshift(
			np.fft.fftn(np.fft.ifftshift(x), [Nx, Ny, Nz]))


			def ifft(x): return np.fft.fftshift(
			np.fft.ifftn(np.fft.ifftshift(x), [Nx, Ny, Nz]))


			# functions for the projection 'G', and the product 'G : K^LT : (delta F)^T'
			def G(A2): return np.real(ifft(ddot42(Ghat4, fft(A2)))).reshape(-1)


			def K_dF(dFm): return trans2(ddot42(K4, trans2(dFm.reshape(3, 3, Nx, Ny, Nz))))


			def G_K_dF(dFm): return G(K_dF(dFm))

			# --------------------------- CONSTITUTIVE RESPONSE ---------------------------

			# constitutive response to a certain loading and history
			# NB: completely uncoupled from the FFT-solver, but implemented as a regular
			# grid of quadrature points, to have an efficient code;
			# each point is completely independent, just evaluated at the same time


			def constitutive(F, F_t, be_t, ep_t):

			# function to compute linearization of the logarithmic Finger tensor
			def dln2_d2(A2):
			vals, vecs = eig2(A2)
			K4 = np.zeros([3, 3, 3, 3, Nx, Ny, Nz])
			for m, n in itertools.product(range(3), repeat=2):
			gc = (np.log(vals[n])-np.log(vals[m]))/(vals[n]-vals[m])
			gc[vals[n] == vals[m]] = (1.0/vals[m])[vals[n] == vals[m]]
			K4 += gc*dyad22(dyad11(vecs[:, m], vecs[:, n]),
			dyad11(vecs[:, m], vecs[:, n]))
			return K4

			# elastic stiffness tensor
			C4e = KII+2.mu(I4s-1./3.II)

			# trial state
			Fdelta = dot22(F, inv2(F_t))
			be_s = dot22(Fdelta, dot22(be_t, trans2(Fdelta)))
			lnbe_s = ln2(be_s)
			tau_s = ddot42(C4e, lnbe_s)/2.
			taum_s = ddot22(tau_s, I)/3.
			taud_s = tau_s-taum_s*I
			taueq_s = np.sqrt(3./2.*ddot22(taud_s, taud_s))
			div = np.where(taueq_s < 1e-12, np.ones_like(taueq_s), taueq_s)
			N_s = 3./2.*taud_s/div
			phi_s = taueq_s-(tauy0+H*ep_t)
			phi_s = 1./2.*(phi_s+np.abs(phi_s))

			# return map
			dgamma = phi_s/(H+3.*mu)
			ep = ep_t + dgamma
			tau = tau_s - 2.dgammaN_s*mu
			lnbe = lnbe_s-2.dgammaN_s
			be = exp2(lnbe)
			P = dot22(tau, trans2(inv2(F)))

			# consistent tangent operator
			a0 = dgamma*mu/taueq_s
			a1 = mu/(H+3.*mu)
			C4ep = ((K-2./3.mu)/2.+a0mu)II+(1.-3.a0) * \
			muI4s+2.mu(a0-a1)dyad22(N_s, N_s)
			dlnbe4_s = dln2_d2(be_s)
			dbe4_s = 2.*dot42(I4s, be_s)

			K4a = np.where(phi_s <= 0, C4e/2., C4ep)
			K4b = ddot44(K4a, ddot44(dlnbe4_s, dbe4_s))
			K4c = dot42(-I4rt, tau)+K4b
			K4 = dot42(dot24(inv2(F), K4c), trans2(inv2(F)))

			return P, K4, be, ep, dlnbe4_s, dbe4_s, K4a, K4b, K4c


			# phase indicator: square inclusion of volume fraction (3315)/(111315)
			phase = np.zeros([Nx, Ny, Nz])
			phase[0, 0, 0] = 1.
			# function to convert material parameters to grid of scalars


			def param(M0, M1): return M0np.ones([Nx, Ny, Nz])(1.-phase) +\
			M1np.ones([Nx, Ny, Nz]) phase


			# material parameters
			K = param(0.833, 0.833) # bulk modulus
			Kmat = K
			mu = param(0.386, 0.386) # shear modulus
			H = param(0.004, 0.008) # hardening modulus
			tauy0 = param(0.003, 0.006) # initial yield stress

			# ---------------------------------- LOADING ----------------------------------

			# stress, deformation gradient, plastic strain, elastic Finger tensor
			# NB "_t" signifies that it concerns the value at the previous increment
			ep_t = np.zeros([Nx, Ny, Nz])
			P = np.zeros([3, 3, Nx, Ny, Nz])
			F = np.array(I, copy=True)
			F_t = np.array(I, copy=True)
			be_t = np.array(I, copy=True)

			# initialize macroscopic incremental loading
			ninc = 50
			lam = 0.0
			barF = np.array(I, copy=True)
			barF_t = np.array(I, copy=True)

			# initial tangent operator: the elastic tangent
			K4 = KII+2.mu(I4s-1./3.II)


			class ElastoPlastic_Check(unittest.TestCase):
			t2_comparator = elastic_ref.LinearElastic_Check.t2_comparator
			t4_comparator = elastic_ref.LinearElastic_Check.t4_comparator

			def scalar_comparator(self, µ, g):
			err_sum = 0.
			err_max = 0.
			for counter, (i, j, k) in enumerate(self.rve):
			print((i, j, k))
			µ_arr = µ[counter]
			g_arr = g[i, j, k]
			self.assertEqual(NzNyi+Nz*j + k, counter)
			print("µSpectre:")
			print(µ_arr)
			print("Goose:")
			print(g_arr)
			print(µ_arr-g_arr)
			err = linalg.norm(µ_arr-g_arr)
			print("error norm = {}".format(err))
			err_sum += err
			err_max = max(err_max, err)
			pass
			print("∑(err) = {}, max(err) = {}".format(err_sum, err_max))
			return err_sum

			def setUp(self):
			# ---------------------------- µSpectre init --------------------------
			resolution = list(phase.shape)
			dim = len(resolution)
			self.dim = dim

			center = np.array([r//2 for r in resolution])
			incl = resolution[0]//5

			# Domain dimensions
			lengths = [float(r) for r in resolution]
			## formulation (small_strain or finite_strain)
			formulation = µ.Formulation.finite_strain

			# build a computational domain
			self.rve = µ.Cell(resolution, lengths, formulation)

			def get_E_nu(bulk, shear):
			Young = 9bulkshear/(3*bulk + shear)
			Poisson = Young/(2*shear) - 1
			return Young, Poisson

			mat = µ.material.MaterialHyperElastoPlastic1_3d

			E, nu = get_E_nu(.833, .386)
			H = 0.004
			tauy0 = .003
			self.hard = mat.make(self.rve, 'hard', E, nu, 2tauy0, 2H)
			self.soft = mat.make(self.rve, 'soft', E, nu, tauy0, H)

			for pixel in self.rve:
			if pixel[0] == 0 and pixel[1] == 0 and pixel[2] == 0:
			self.hard.add_pixel(pixel)
			else:
			self.soft.add_pixel(pixel)
			pass
			pass
			return

			def test_solve(self):
			strict_tol = 1e-11
			cg_tol = 1e-11
			after_cg_tol = 1e-10
			newton_tol = 1e-5
			self.rve.set_uniform_strain(np.array(np.eye(ndim)))
			µF = self.rve.get_strain()
			µF_t = µF.copy()
			µbarF_t = µF.copy()
			# incremental deformation
			for inc in range(1, ninc):

			print('=============================')
			print('inc: {0:d}'.format(inc))

			# set macroscopic deformation gradient (pure-shear)
			global lam, F, F_t, barF_t, K4, be_t, ep_t
			lam += 0.2/float(ninc)
			barF = np.array(I, copy=True)
			barF[0, 0] = (1.+lam)
			barF[1, 1] = 1./(1.+lam)

			def rel_error_scalar(µ, g, tol, do_assert=True):
			err = (linalg.norm(scalar_vec_to_goose(µ) - g.reshape(-1)) /
			linalg.norm(g))
			if not (err < tol):
			self.scalar_comparator(µ.reshape(-1), g)
			if do_assert:
			self.assertLess(err, tol)
			else:
			print("AssertionWarning: {} is not less than {}".format(
			err, tol))
			pass
			return err

			def rel_error_t2(µ, g, tol, do_assert=True):
			err = linalg.norm(t2_vec_to_goose(
			µ) - g.reshape(-1)) / linalg.norm(g)
			if not (err < tol):
			self.t2_comparator(µ.reshape(µF.shape), g.reshape(F.shape))
			if do_assert:
			self.assertLess(err, tol)
			else:
			print("AssertionWarning: {} is not less than {}".format(
			err, tol))
			pass
			return err

			def rel_error_t4(µ, g, tol, right_transposed=True, do_assert=True,
			pixel_tol=1e-4):
			err = linalg.norm(t4_vec_to_goose(
			µ) - g.reshape(-1)) / linalg.norm(g)
			errors = None
			if not (err < tol):
			err_sum, errors = self.t4_comparator(µ.reshape(µK.shape),
			g.reshape(K4.shape),
			right_transposed)
			if do_assert:
			self.assertLess(err, tol)
			else:
			print("AssertionWarning: {} is not less than {}".format(
			err, tol))

			pass
			return err, errors

			def abs_error_t2(µ, g, tol, do_assert=True):
			ref_norm = linalg.norm(g)
			if ref_norm > 1:
			return rel_error_t2(µ, g, tol, do_assert)
			else:
			err = linalg.norm(t2_vec_to_goose(µ) - g.reshape(-1))
			if not (err < tol):
			self.t2_comparator(
			µ.reshape(µF.shape), g.reshape(F.shape))
			if do_assert:
			self.assertLess(err, tol)
			else:
			print(("AssertionWarning: {} is not less than {}" +
			"").format(
			err, tol))
			return err

			rel_error_t2(µF, F, strict_tol)

			# store normalization
			Fn = np.linalg.norm(F)

			# first iteration residual: distribute "barF" over grid using "K4"
			b = -G_K_dF(barF-barF_t)
			F += barF-barF_t

			# parameters for Newton iterations: normalization and iteration
			# counter
			Fn = np.linalg.norm(F)
			iiter = 0

			# µSpectre inits
			µbarF = np.zeros_like(µF)
			µbarF[0, :] = 1. + lam
			µbarF[ndim + 1, :] = 1./(1. + lam)
			µbarF[-1, :] = 1.
			rel_error_t2(µbarF, barF, strict_tol)
			if inc == 1:
			µP, µK = self.rve.evaluate_stress_tangent(µF)
			rel_error_t4(µK, K4, strict_tol)
			µF += µbarF - µbarF_t
			rel_error_t2(µF, F, strict_tol)

			µFn = linalg.norm(µF)
			self.assertLess((µFn-Fn)/Fn, strict_tol)

			def µG_K_dF(x): return self.rve.directional_stiffness(
			x.reshape(µF.shape)).reshape(-1)

			def µG(x): return self.rve.project(x).reshape(-1)
			µb = -µG_K_dF(µbarF-µbarF_t)
			abs_error_t2(µb, b, strict_tol)
			# because of identical elastic properties, µb has got to
			# be zero before plasticity kicks in
			print("inc = {}".format(inc))
			if inc == 1:
			self.assertLess(linalg.norm(µb), strict_tol)

			global_be_t = self.rve.get_globalised_current_real_array(
			"Previous left Cauchy-Green deformation bₑᵗ")

			# iterate as long as the iterative update does not vanish
			while True:

			# solve linear system using the Conjugate Gradient iterative
			# solver
			g_counter = Counter()
			dFm, _ = sp.cg(tol=cg_tol,
			atol=1e-10,
			A=sp.LinearOperator(
			shape=(F.size, F.size), matvec=G_K_dF,
			dtype='float'),
			b=b,
			callback=g_counter
			)
			µ_counter = Counter()
			µdFm, _ = sp.cg(tol=cg_tol,
			atol=1e-10,
			A=sp.LinearOperator(shape=(F.size, F.size),
			matvec=µG_K_dF,
			dtype='float'),
			b=µb,
			callback=µ_counter)

			err = g_counter.get()-µ_counter.get()
			if err != 0:
			print(
			"n_iter(g) = {}, n_iter(µ) = {}".format(
			g_counter.get(), µ_counter.get()))
			print("AssertionWarning: {} != {}".format(g_counter.get(),
			µ_counter.get()))
			try:
			err = abs_error_t2(µdFm, dFm, after_cg_tol, do_assert=True)
			except Exception as err:
			raise err
			# add solution of linear system to DOFs
			F += dFm.reshape(3, 3, Nx, Ny, Nz)
			µF += µdFm.reshape(µF.shape)

			err = rel_error_t2(µF, F, strict_tol, do_assert=True)
			# compute residual stress and tangent, convert to residual
			P, K4, be, ep, dln, dbe4_s, K4a, K4b, K4c = constitutive(
			F, F_t, be_t, ep_t)
			µP, µK = self.rve.evaluate_stress_tangent(µF)
			err = rel_error_t2(µP, P, strict_tol)
			µbe = self.rve.get_globalised_current_real_array(
			"Previous left Cauchy-Green deformation bₑᵗ")
			err = rel_error_t2(µbe, be, strict_tol)

			µep = self.rve.get_globalised_current_real_array(
			"cumulated plastic flow εₚ")
			err = rel_error_scalar(µep, ep, strict_tol)

			err, errors = rel_error_t4(µK, K4, strict_tol, do_assert=False)
			if not err < strict_tol:
			def t2_disp(name, µ, g, i, j, k, index):
			g_v = g[:, :, i, j, k].copy()
			µ_v = µ[:, index].reshape(3, 3).T
			print("{}_g =\n{}".format(name, g_v))
			print("{}_µ =\n{}".format(name, µ_v))
			print("{}_err = {}".format(
			name, np.linalg.norm(g_v-µ_v)))
			return g_v, µ_v

			def t0_disp(name, µ, g, i, j, k, index):
			g_v = g[i, j, k].copy()
			µ_v = µ[:, index]
			print("{}_g =\n{}".format(name, g_v))
			print("{}_µ =\n{}".format(name, µ_v))
			print("{}_err = {}".format(name, abs(g_v-µ_v)))
			return g_v, µ_v

			for pixel, error in errors.items():
			for index, (ir, jr, kr) in enumerate(self.rve):
			i, j, k = pixel
			if (i, j, k) == (ir, jr, kr):
			break
			if error > 1e-4:
			i, j, k = pixel
			print("error for pixel {} ({}) = {}".format(
			pixel, index, error))
			t2_disp("F", µF, F, i, j, k, index)
			t2_disp("be", µbe, be, i, j, k, index)
			F_t_n, dummy = t2_disp(
			"F_t", µF_t, F_t, i, j, k, index)
			print("ep.shape = {}".format(µep.shape))
			t0_disp("ep", µep, ep, i, j, k, index)
			K_comp_g = K4[:, :, :, :, i, j, k].reshape(9, 9)
			K_comp_µ = µK[:, index].reshape(
			3, 3, 3, 3).transpose(
			1, 0, 3, 2).reshape(9, 9)
			F_n = F[:, :, i, j, k]
			be_n = be_t[:, :, i, j, k]
			ep_n = ep_t[i, j, k]
			response = constitutive_standalone(Kmat[pixel],
			mu[pixel],
			H[pixel],
			tauy0[pixel],
			F_n,
			F_t_n, be_n,
			ep_n, 3)
			P_gn, K_gn = response[0], response[2]
			P_µn, K_µn = PK1_fun_3d(Kmat[pixel],
			mu[pixel],
			H[pixel],
			tauy0[pixel], F_n,
			F_t_n, be_n, ep_n)
			K_µn = K_µn.reshape(3, 3, 3, 3).transpose(
			1, 0, 3, 2).reshape(9, 9)
			print("P_µn =\n{}".format(P_µn))
			print("P_gn =\n{}".format(P_gn))
			P_comp_gn, P_comp_µn = t2_disp(
			"P_comp", µP, P, i, j, k, index)
			print("\|P_µn - P_comp_µn\| = {}".format(
			np.linalg.norm(P_µn-P_comp_µn)))
			print("\|P_gn - P_comp_gn\| = {}".format(
			np.linalg.norm(P_gn-P_comp_gn)))
			print("\|P_gn - P_µn\| = {}".format(
			np.linalg.norm(P_gn-P_µn)))
			print("\|P_comp_gn - P_comp_µn\| = {}".format(
			np.linalg.norm(P_comp_gn-P_comp_µn)))
			print()
			K_gn.shape = 9, 9
			print("K_µn.shape = {}".format(K_µn.shape))
			print("K_gn.shape = {}".format(K_gn.shape))
			print("K_comp_g =\n{}".format(K_comp_g))
			print("K_comp_µ =\n{}".format(K_comp_µ))
			print("K_µn=\n{}".format(K_µn))
			print("K_gn=\n{}".format(K_gn))
			print("\|K_µn - K_comp_µ\| = {}".format(
			np.linalg.norm(K_µn-K_comp_µ)))
			print("\|K_gn - K_comp_g\| = {}".format(
			np.linalg.norm(K_gn-K_comp_g)))
			print("\|K_gn - K_µn\| = {}".format(
			np.linalg.norm(K_gn-K_µn)))
			print("\|K_comp_g - K_comp_µ\| = {}".format(
			np.linalg.norm(K_comp_g-K_comp_µ)))
			break

			raise AssertionError(
			"at iiter = {}, inc = {}, caught this: '{}'".format(
			iiter, inc, err))

			b = -G(P)
			µb = -µG(µP)

			err = abs_error_t2(µb, b, strict_tol) # after_cg_tol)

			# check for convergence, print convergence info to screen
			print(
			'Goose: rel_residual {:10.15e}, \|rhs\|: {:10.15e}'.format(
			np.linalg.norm(dFm)/Fn, linalg.norm(b)))
			print(
			'µSpectre:rel_residual {:10.15e}, \|rhs\|: {:10.15e}'.format(
			np.linalg.norm(µdFm)/µFn, linalg.norm(µb)))
			if np.linalg.norm(dFm)/Fn < 1.e-5 and iiter > 0:
			break

			# update Newton iteration counter
			print("reached end of iiter = {}".format(iiter))
			iiter += 1

			# end-of-increment: update history
			barF_t = np.array(barF, copy=True)
			µbarF_t[:] = µbarF
			F_t = np.array(F, copy=True)
			be_t = np.array(be, copy=True)
			ep_t = np.array(ep, copy=True)
			µF_t[:] = µF
			self.rve.save_history_variables()


			if __name__ == '__main__':
			unittest.main()

muSpectre/tests/python_exact_reference_plastic_test.py827b7e3cb741feat/split_sub_projects

python_exact_reference_plastic_test.pyView Options

muSpectre/tests/python_exact_reference_plastic_test.py
827b7e3cb741feat/split_sub_projects

python_exact_reference_plastic_test.py
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