class MS12DEEQ(MS1EEQ):
"""Two dimensional version of the MS1 model
"""
n_mp = tr.Constant(360)
'''Number of microplanes
'''
# -----------------------------------------------
# get the normal vectors of the microplanes
# -----------------------------------------------
_MPN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPN(self):
# microplane normals:
alpha_list = np.linspace(0, 2 * np.pi, self.n_mp)
MPN = np.array([[np.cos(alpha), np.sin(alpha)]
for alpha in alpha_list])
return MPN
# -------------------------------------
# get the weights of the microplanes
# -------------------------------------
_MPW = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPW(self):
MPW = np.ones(self.n_mp) / self.n_mp * 2
return MPW
class MSIS3DM28(MSIntegScheme):
"""Integration scheme 3D with 28 Microplane
"""
n_mp = tr.Constant(28)
"""Number of microplanes
"""
MPN = tr.Property(depends_on='n_mp')
"""Normal vectors of the microplanes
"""
@tr.cached_property
def _get_MPN(self):
return np.array([[.577350259, .577350259, .577350259],
[.577350259, .577350259, -.577350259],
[.577350259, -.577350259, .577350259],
[.577350259, -.577350259, -.577350259],
[.935113132, .250562787, .250562787],
[.935113132, .250562787, -.250562787],
[.935113132, -.250562787, .250562787],
[.935113132, -.250562787, -.250562787],
[.250562787, .935113132, .250562787],
[.250562787, .935113132, -.250562787],
[.250562787, -.935113132, .250562787],
[.250562787, -.935113132, -.250562787],
[.250562787, .250562787, .935113132],
[.250562787, .250562787, -.935113132],
[.250562787, -.250562787, .935113132],
[.250562787, -.250562787, -.935113132],
[.186156720, .694746614, .694746614],
[.186156720, .694746614, -.694746614],
[.186156720, -.694746614, .694746614],
[.186156720, -.694746614, -.694746614],
[.694746614, .186156720, .694746614],
[.694746614, .186156720, -.694746614],
[.694746614, -.186156720, .694746614],
[.694746614, -.186156720, -.694746614],
[.694746614, .694746614, .186156720],
[.694746614, .694746614, -.186156720],
[.694746614, -.694746614, .186156720],
[.694746614, -.694746614, -.186156720]])
MPW = tr.Property(depends_on='n_mp')
"""Get the weights of the microplanes
"""
@tr.cached_property
def _get_MPW(self):
return np.array([
.0160714276, .0160714276, .0160714276, .0160714276, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505
]) * 6.0
class MATS3DMplCSDEEQ(MATS3DEval):
concrete_type = tr.Int
slide = tr.Instance(MicroplaneNT)
gamma_T = tr.Float(100000.,
label="Gamma",
desc=" Tangential Kinematic hardening modulus",
enter_set=True,
auto_set=False)
K_T = tr.Float(10000.,
label="K",
desc="Tangential Isotropic harening",
enter_set=True,
auto_set=False)
S_T = tr.Float(0.005,
label="S",
desc="Damage strength",
enter_set=True,
auto_set=False)
r_T = tr.Float(9.,
label="r",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
e_T = tr.Float(12.,
label="e",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
c_T = tr.Float(4.6,
label="c",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
tau_pi_bar = tr.Float(1.7,
label="Tau_bar",
desc="Reversibility limit",
enter_set=True,
auto_set=False)
a = tr.Float(0.003,
label="a",
desc="Lateral pressure coefficient",
enter_set=True,
auto_set=False)
# -------------------------------------------
# Normal_Tension constitutive law parameters (without cumulative normal strain)
# -------------------------------------------
Ad = tr.Float(100.0,
label="a",
desc="brittleness coefficient",
enter_set=True,
auto_set=False)
eps_0 = tr.Float(0.00008,
label="a",
desc="threshold strain",
enter_set=True,
auto_set=False)
# -----------------------------------------------
# Normal_Compression constitutive law parameters
# -----------------------------------------------
K_N = tr.Float(10000.,
label="K_N",
desc=" Normal isotropic harening",
enter_set=True,
auto_set=False)
gamma_N = tr.Float(5000.,
label="gamma_N",
desc="Normal kinematic hardening",
enter_set=True,
auto_set=False)
sigma_0 = tr.Float(30.,
label="sigma_0",
desc="Yielding stress",
enter_set=True,
auto_set=False)
# -------------------------------------------------------------------------
# Cached elasticity tensors
# -------------------------------------------------------------------------
E = tr.Float(35e+3,
label="E",
desc="Young's Modulus",
auto_set=False,
input=True)
nu = tr.Float(0.2,
label='nu',
desc="Poison ratio",
auto_set=False,
input=True)
def __init__(self, concrete_type):
self.concrete_type = concrete_type
if concrete_type == 0: # # C40 MA
self.gamma_T = 65000
self.K_T = 1200.0
self.S_T = 0.0027
self.r_T = 9.2
self.e_T = 7.5
self.c_T = 8.7
self.tau_pi_bar = 2.2
self.a = 0.001
self.Ad = 800.0
self.eps_0 = 0.00007
self.K_N = 14000.
self.gamma_N = 8000.
self.sigma_0 = 25.
self.E = 37e+3
self.nu = 0.2
if concrete_type == 1: # # C80 MA
self.gamma_T = 500000.
self.K_T = 20000.0
self.S_T = 0.0075
self.r_T = 15.
self.c_T = 9.
self.e_T = 10.
self.tau_pi_bar = 2.0
self.a = 0.004
self.Ad = 1800.0
self.eps_0 = 0.0001
self.K_N = 17000.
self.gamma_N = 9000.
self.sigma_0 = 45.
self.E = 42e+3
self.nu = 0.2
# --------------------------------------------------------------
# microplane constitutive law (normal behavior CP + TD)
# --------------------------------------------------------------
def get_normal_law(self, eps_N_Emn, omega_N_Emn, z_N_Emn, alpha_N_Emn,
r_N_Emn, eps_N_p_Emn, eps_aux):
eps_N_Aux = self._get_e_N_Emn_2(eps_aux)
E_N = self.E / (1.0 - 2.0 * self.nu)
# When deciding if a microplane is in tensile or compression, we define a strain boundary such that that
# sigmaN <= 0 if eps_N < 0, avoiding entering in the quadrant of compressive strains and traction
sigma_trial = E_N * (eps_N_Emn - eps_N_p_Emn)
pos1 = [(eps_N_Emn < -1e-6) & (sigma_trial > 1e-6)
] # looking for microplanes violating strain boundary
sigma_trial[pos1[0]] = 0
pos = sigma_trial > 1e-6 # microplanes under traction
pos2 = sigma_trial < -1e-6 # microplanes under compression
H = 1.0 * pos
H2 = 1.0 * pos2
# thermo forces
sigma_N_Emn_tilde = E_N * (eps_N_Emn - eps_N_p_Emn)
sigma_N_Emn_tilde[pos1[0]] = 0 # imposing strain boundary
Z = self.K_N * z_N_Emn
X = self.gamma_N * alpha_N_Emn * H2
h = (self.sigma_0 + Z) * H2
f_trial = (abs(sigma_N_Emn_tilde - X) - h) * H2
# threshold plasticity
thres_1 = f_trial > 1e-6
delta_lamda = f_trial / \
(E_N / (1 - omega_N_Emn) + abs(self.K_N) + self.gamma_N) * thres_1
eps_N_p_Emn = eps_N_p_Emn + delta_lamda * \
np.sign(sigma_N_Emn_tilde - X)
z_N_Emn = z_N_Emn + delta_lamda
alpha_N_Emn = alpha_N_Emn + delta_lamda * \
np.sign(sigma_N_Emn_tilde - X)
def R_N(r_N_Emn):
return (1.0 / self.Ad) * (-r_N_Emn / (1.0 + r_N_Emn))
Y_N = 0.5 * H * E_N * (eps_N_Emn - eps_N_p_Emn)**2.0
Y_0 = 0.5 * E_N * self.eps_0**2.0
f = (Y_N - (Y_0 + R_N(r_N_Emn)))
# threshold damage
thres_2 = f > 1e-6
def f_w(Y):
return 1.0 - 1.0 / (1.0 + self.Ad * (Y - Y_0))
omega_N_Emn[f > 1e-6] = f_w(Y_N)[f > 1e-6]
r_N_Emn[f > 1e-6] = -omega_N_Emn[f > 1e-6]
sigma_N_Emn = (1.0 - H * omega_N_Emn) * E_N * (eps_N_Emn - eps_N_p_Emn)
pos1 = [(eps_N_Emn < -1e-6) & (sigma_trial > 1e-6)
] # looking for microplanes violating strain boundary
sigma_N_Emn[pos1[0]] = 0
Z = self.K_N * z_N_Emn
X = self.gamma_N * alpha_N_Emn * H2
# pos2 = sigma_N_Emn * (eps_N_Emn - eps_N_Aux) > -1e-6
# H2 = 1.0 * pos2
# sigma_N_Emn = (1.0 - H * w_N_Emn) * E_N * (eps_N_Emn) * H2
return omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z, X, Y_N
# -------------------------------------------------------------------------
# microplane constitutive law (Tangential CSD)-(Pressure sensitive cumulative damage)
# -------------------------------------------------------------------------
def get_tangential_law(self, eps_T_Emna, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn):
E_T = self.E * (1.0 - 4 * self.nu) / \
((1.0 + self.nu) * (1.0 - 2 * self.nu))
# thermo forces
sig_pi_trial = E_T * (eps_T_Emna - eps_T_pi_Emna)
Z = self.K_T * z_T_Emn
X = self.gamma_T * alpha_T_Emna
norm_1 = np.sqrt(
np.einsum('...na,...na->...n', (sig_pi_trial - X),
(sig_pi_trial - X)))
Y = 0.5 * E_T * \
np.einsum(
'...na,...na->...n',
(eps_T_Emna - eps_T_pi_Emna),
(eps_T_Emna - eps_T_pi_Emna))
# threshold
f = norm_1 - self.tau_pi_bar - \
Z + self.a * sigma_N_Emn
plas_1 = f > 1e-6
elas_1 = f < 1e-6
delta_lamda = f / \
(E_T / (1.0 - omega_T_Emn) + self.gamma_T + self.K_T) * plas_1
norm_2 = 1.0 * elas_1 + np.sqrt(
np.einsum('...na,...na->...n', (sig_pi_trial - X),
(sig_pi_trial - X))) * plas_1
eps_T_pi_Emna[..., 0] = eps_T_pi_Emna[..., 0] + plas_1 * delta_lamda * \
((sig_pi_trial[..., 0] - X[..., 0]) /
(1.0 - omega_T_Emn)) / norm_2
eps_T_pi_Emna[..., 1] = eps_T_pi_Emna[..., 1] + plas_1 * delta_lamda * \
((sig_pi_trial[..., 1] - X[..., 1]) /
(1.0 - omega_T_Emn)) / norm_2
eps_T_pi_Emna[..., 2] = eps_T_pi_Emna[..., 2] + plas_1 * delta_lamda * \
((sig_pi_trial[..., 2] - X[..., 2]) /
(1.0 - omega_T_Emn)) / norm_2
omega_T_Emn += ((1.0 - omega_T_Emn) ** self.c_T) * \
(delta_lamda * (Y / self.S_T) ** self.r_T) * \
(self.tau_pi_bar / (self.tau_pi_bar - self.a * sigma_N_Emn)) ** self.e_T
alpha_T_Emna[..., 0] = alpha_T_Emna[..., 0] + plas_1 * delta_lamda * \
(sig_pi_trial[..., 0] - X[..., 0]) / norm_2
alpha_T_Emna[..., 1] = alpha_T_Emna[..., 1] + plas_1 * delta_lamda * \
(sig_pi_trial[..., 1] - X[..., 1]) / norm_2
alpha_T_Emna[..., 2] = alpha_T_Emna[..., 2] + plas_1 * delta_lamda * \
(sig_pi_trial[..., 2] - X[..., 2]) / norm_2
z_T_Emn = z_T_Emn + delta_lamda
sigma_T_Emna = np.einsum('...n,...na->...na', (1 - omega_T_Emn),
E_T * (eps_T_Emna - eps_T_pi_Emna))
Z = self.K_T * z_T_Emn
X = self.gamma_T * alpha_T_Emna
Y = 0.5 * E_T * \
np.einsum(
'...na,...na->...n',
(eps_T_Emna - eps_T_pi_Emna),
(eps_T_Emna - eps_T_pi_Emna))
return omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z, X, Y
# -------------------------------------------------------------------------
# MICROPLANE-Kinematic constraints
# -------------------------------------------------------------------------
# get the operator of the microplane normals
_MPNN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPNN(self):
MPNN_nij = np.einsum('ni,nj->nij', self._MPN, self._MPN)
return MPNN_nij
# get the third order tangential tensor (operator) for each microplane
_MPTT = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPTT(self):
delta = np.identity(3)
MPTT_nijr = 0.5 * (
np.einsum('ni,jr -> nijr', self._MPN, delta) +
np.einsum('nj,ir -> njir', self._MPN, delta) -
2 * np.einsum('ni,nj,nr -> nijr', self._MPN, self._MPN, self._MPN))
return MPTT_nijr
def _get_e_N_Emn_2(self, eps_Emab):
# get the normal strain array for each microplane
return np.einsum('nij,...ij->...n', self._MPNN, eps_Emab)
def _get_e_T_Emnar_2(self, eps_Emab):
# get the tangential strain vector array for each microplane
MPTT_ijr = self._get__MPTT()
return np.einsum('nija,...ij->...na', MPTT_ijr, eps_Emab)
# --------------------------------------------------------
# return the state variables (Damage , inelastic strains)
# --------------------------------------------------------
def _x_get_state_variables(self, eps_Emab, int_var, eps_aux):
e_N_arr = self._get_e_N_Emn_2(eps_Emab)
e_T_vct_arr = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn = int_var[:, 0]
z_N_Emn = int_var[:, 1]
alpha_N_Emn = int_var[:, 2]
r_N_Emn = int_var[:, 3]
eps_N_p_Emn = int_var[:, 4]
sigma_N_Emn = int_var[:, 5]
omega_T_Emn = int_var[:, 9]
z_T_Emn = int_var[:, 10]
alpha_T_Emna = int_var[:, 11:14]
eps_T_pi_Emna = int_var[:, 14:17]
omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(
e_N_arr, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
eps_aux)
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(
e_T_vct_arr, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna,
sigma_N_Emn)
# Definition internal variables / forces per column: 1) damage N, 2)iso N, 3)kin N, 4) consolidation N, 5) eps p N,
# 6) sigma N, 7) iso F N, 8) kin F N, 9) energy release N, 10) damage T, 11) iso T, 12-14) kin T, 15-17) eps p T,
# 18-20) sigma T, 21) iso F T, 22-24) kin F T, 25) energy release T
int_var[:, 0] = omega_N_Emn
int_var[:, 1] = z_N_Emn
int_var[:, 2] = alpha_N_Emn
int_var[:, 3] = r_N_Emn
int_var[:, 4] = eps_N_p_Emn
int_var[:, 5] = sigma_N_Emn
int_var[:, 6] = Z_n
int_var[:, 7] = X_n
int_var[:, 8] = Y_n
int_var[:, 9] = omega_T_Emn
int_var[:, 10] = z_T_Emn
int_var[:, 11:14] = alpha_T_Emna
int_var[:, 14:17] = eps_T_pi_Emna
int_var[:, 17:20] = sigma_T_Emna
int_var[:, 20] = Z_T
int_var[:, 21:24] = X_T
int_var[:, 24] = Y_T
return int_var
# ---------------------------------------------------------------------
# Extra homogenization of damage tensor in case of two damage parameters
# Returns the 4th order damage tensor 'beta4' using (ref. [Baz99], Eq.(63))
# ---------------------------------------------------------------------
def _get_beta_Emabcd_2(self, eps_Emab, omega_N_Emn, z_N_Emn, alpha_N_Emn,
r_N_Emn, eps_N_p_Emn, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, eps_aux):
# Returns the 4th order damage tensor 'beta4' using
# (cf. [Baz99], Eq.(63))
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(
eps_N_Emn, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
eps_aux)
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(
eps_T_Emna, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna,
sigma_N_Emn)
delta = np.identity(3)
beta_N = np.sqrt(1. - omega_N_Emn)
beta_T = np.sqrt(1. - omega_T_Emn)
beta_ijkl = np.einsum('n, ...n,ni, nj, nk, nl -> ...ijkl', self._MPW, beta_N, self._MPN, self._MPN,
self._MPN, self._MPN) + \
0.25 * (np.einsum('n, ...n,ni, nk, jl -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN,
delta) +
np.einsum('n, ...n,ni, nl, jk -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN,
delta) +
np.einsum('n, ...n,nj, nk, il -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN,
delta) +
np.einsum('n, ...n,nj, nl, ik -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN,
delta) -
4.0 * np.einsum('n, ...n, ni, nj, nk, nl -> ...ijkl', self._MPW, beta_T, self._MPN,
self._MPN, self._MPN, self._MPN))
return beta_ijkl
# -----------------------------------------------------------
# Integration of the (inelastic) strains for each microplane
# -----------------------------------------------------------
def _get_eps_p_Emab(self, eps_Emab, omega_N_Emn, z_N_Emn, alpha_N_Emn,
r_N_Emn, eps_N_p_Emn, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn, eps_aux):
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
# plastic normal strains
omegaN, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(
eps_N_Emn, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
eps_aux)
# sliding tangential strains
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(
eps_T_Emna, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna,
sigma_N_Emn)
delta = np.identity(3)
# 2-nd order plastic (inelastic) tensor
eps_p_Emab = (np.einsum('n,...n,na,nb->...ab', self._MPW, eps_N_p_Emn,
self._MPN, self._MPN) + 0.5 *
(np.einsum('n,...nf,na,fb->...ab', self._MPW,
eps_T_pi_Emna, self._MPN, delta) +
np.einsum('n,...nf,nb,fa->...ab', self._MPW,
eps_T_pi_Emna, self._MPN, delta)))
return eps_p_Emab
# -------------------------------------------------------------------------
# Evaluation - get the corrector and predictor
# -------------------------------------------------------------------------
def get_corr_pred(self, eps_Emab, t_n1, int_var, eps_aux, F):
# Definition internal variables / forces per column: 1) damage N, 2)iso N, 3)kin N, 4)consolidation N, 5) eps p N,
# 6) sigma N, 7) iso F N, 8) kin F N, 9) energy release N, 10) damage T, 11) iso T, 12-13) kin T, 14-15) eps p T,
# 16-17) sigma T, 18) iso F T, 19-20) kin F T, 21) energy release T
# Corrector predictor computation.
# ------------------------------------------------------------------
# Damage tensor (4th order) using product- or sum-type symmetrization:
# ------------------------------------------------------------------
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn = int_var[:, 0]
z_N_Emn = int_var[:, 1]
alpha_N_Emn = int_var[:, 2]
r_N_Emn = int_var[:, 3]
eps_N_p_Emn = int_var[:, 4]
sigma_N_Emn = int_var[:, 5]
omega_T_Emn = int_var[:, 9]
z_T_Emn = int_var[:, 10]
alpha_T_Emna = int_var[:, 11:14]
eps_T_pi_Emna = int_var[:, 14:17]
sigma_T_Emna = int_var[:, 17:20]
beta_Emabcd = self._get_beta_Emabcd_2(eps_Emab, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn,
eps_N_p_Emn, omega_T_Emn,
z_T_Emn, alpha_T_Emna,
eps_T_pi_Emna, eps_aux)
# ------------------------------------------------------------------
# Damaged stiffness tensor calculated based on the damage tensor beta4:
# ------------------------------------------------------------------
D_Emabcd = np.einsum('...ijab, abef, ...cdef->...ijcd', beta_Emabcd,
self.D_abef, beta_Emabcd)
# ----------------------------------------------------------------------
# Return stresses (corrector) and damaged secant stiffness matrix (predictor)
# ----------------------------------------------------------------------
# plastic strain tensor
eps_p_Emab = self._get_eps_p_Emab(eps_Emab, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
omega_T_Emn, z_T_Emn, alpha_T_Emna,
eps_T_pi_Emna, sigma_N_Emn, eps_aux)
# elastic strain tensor
eps_e_Emab = eps_Emab - eps_p_Emab
delta = np.identity(3)
# calculation of the stress tensor
sig_Emab = np.einsum('...abcd,...cd->...ab', D_Emabcd, eps_e_Emab)
sig_Emab_int = (
np.einsum('n,...n,na,nb->...ab',
self._MPW, sigma_N_Emn, self._MPN, self._MPN) + \
0.5 * np.einsum('n,...ne,na,eb->...ab',
self._MPW, sigma_T_Emna, self._MPN, delta) + \
0.5 * np.einsum('n,...ne,nb,ea->...ab',
self._MPW, sigma_T_Emna, self._MPN, delta))
return D_Emabcd, sig_Emab, eps_p_Emab, sig_Emab_int
# -----------------------------------------------
# number of microplanes - currently fixed for 3D
# -----------------------------------------------
n_mp = tr.Constant(28)
# -----------------------------------------------
# get the normal vectors of the microplanes
# -----------------------------------------------
_MPN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPN(self):
return np.array([[.577350259, .577350259, .577350259],
[.577350259, .577350259, -.577350259],
[.577350259, -.577350259, .577350259],
[.577350259, -.577350259, -.577350259],
[.935113132, .250562787, .250562787],
[.935113132, .250562787, -.250562787],
[.935113132, -.250562787, .250562787],
[.935113132, -.250562787, -.250562787],
[.250562787, .935113132, .250562787],
[.250562787, .935113132, -.250562787],
[.250562787, -.935113132, .250562787],
[.250562787, -.935113132, -.250562787],
[.250562787, .250562787, .935113132],
[.250562787, .250562787, -.935113132],
[.250562787, -.250562787, .935113132],
[.250562787, -.250562787, -.935113132],
[.186156720, .694746614, .694746614],
[.186156720, .694746614, -.694746614],
[.186156720, -.694746614, .694746614],
[.186156720, -.694746614, -.694746614],
[.694746614, .186156720, .694746614],
[.694746614, .186156720, -.694746614],
[.694746614, -.186156720, .694746614],
[.694746614, -.186156720, -.694746614],
[.694746614, .694746614, .186156720],
[.694746614, .694746614, -.186156720],
[.694746614, -.694746614, .186156720],
[.694746614, -.694746614, -.186156720]])
# -------------------------------------
# get the weights of the microplanes
# -------------------------------------
_MPW = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPW(self):
return np.array([
.0160714276, .0160714276, .0160714276, .0160714276, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505
]) * 6.0
# -------------------------------------------------------------------------
# Cached elasticity tensors
# -------------------------------------------------------------------------
def _get_lame_params(self):
la = self.E * self.nu / ((1. + self.nu) * (1. - 2. * self.nu))
# second Lame parameter (shear modulus)
mu = self.E / (2. + 2. * self.nu)
return la, mu
D_abef = tr.Property(tr.Array, depends_on='+input')
@tr.cached_property
def _get_D_abef(self):
la = self._get_lame_params()[0]
mu = self._get_lame_params()[1]
delta = np.identity(3)
D_abef = (np.einsum(',ij,kl->ijkl', la, delta, delta) +
np.einsum(',ik,jl->ijkl', mu, delta, delta) +
np.einsum(',il,jk->ijkl', mu, delta, delta))
return D_abef
class MS13DEEQ(MS1EEQ):
# -----------------------------------------------
# number of microplanes - currently fixed for 3D
# -----------------------------------------------
n_mp = tr.Constant(28)
# -----------------------------------------------
# get the normal vectors of the microplanes
# -----------------------------------------------
_MPN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPN(self):
return np.array([[.577350259, .577350259, .577350259],
[.577350259, .577350259, -.577350259],
[.577350259, -.577350259, .577350259],
[.577350259, -.577350259, -.577350259],
[.935113132, .250562787, .250562787],
[.935113132, .250562787, -.250562787],
[.935113132, -.250562787, .250562787],
[.935113132, -.250562787, -.250562787],
[.250562787, .935113132, .250562787],
[.250562787, .935113132, -.250562787],
[.250562787, -.935113132, .250562787],
[.250562787, -.935113132, -.250562787],
[.250562787, .250562787, .935113132],
[.250562787, .250562787, -.935113132],
[.250562787, -.250562787, .935113132],
[.250562787, -.250562787, -.935113132],
[.186156720, .694746614, .694746614],
[.186156720, .694746614, -.694746614],
[.186156720, -.694746614, .694746614],
[.186156720, -.694746614, -.694746614],
[.694746614, .186156720, .694746614],
[.694746614, .186156720, -.694746614],
[.694746614, -.186156720, .694746614],
[.694746614, -.186156720, -.694746614],
[.694746614, .694746614, .186156720],
[.694746614, .694746614, -.186156720],
[.694746614, -.694746614, .186156720],
[.694746614, -.694746614, -.186156720]])
# -------------------------------------
# get the weights of the microplanes
# -------------------------------------
_MPW = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPW(self):
return np.array([
.0160714276, .0160714276, .0160714276, .0160714276, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505
]) * 6.0
# -------------------------------------------------------------------------
# Cached elasticity tensors
# -------------------------------------------------------------------------
def _get_lame_params(self):
la = self.E * self.nu / ((1. + self.nu) * (1. - 2. * self.nu))
# second Lame parameter (shear modulus)
mu = self.E / (2. + 2. * self.nu)
return la, mu
D_abef = tr.Property(tr.Array, depends_on='+input')
@tr.cached_property
def _get_D_abef(self):
la = self._get_lame_params()[0]
mu = self._get_lame_params()[1]
delta = np.identity(3)
D_abef = (np.einsum(',ij,kl->ijkl', la, delta, delta) +
np.einsum(',ik,jl->ijkl', mu, delta, delta) +
np.einsum(',il,jk->ijkl', mu, delta, delta))
return D_abef
# -------------------------------------------------------------------------
# Response variables for postprocessing
# -------------------------------------------------------------------------
def get_max_omega(self, eps_Emab, t_n1, **Eps_k):
max_omega_N = self.get_max_omega_N(eps_Emab, t_n1, **Eps_k)
max_omega_T = self.get_max_omega_T(eps_Emab, t_n1, **Eps_k)
max_omega_NT = np.array([max_omega_N, max_omega_T], np.float_)
return np.max(max_omega_NT, axis=0)
def get_max_omega_N(self, eps_Emab, t_n1, **Eps_k):
return np.max(Eps_k['omega_N_Emn'], axis=-1)
def get_max_omega_T(self, eps_Emab, t_n1, **Eps_k):
return np.max(Eps_k['omega_T_Emn'], axis=-1)
def get_omega_ab(self, eps_Emab, t_n1, **Eps_k):
return np.identity(3) - self._get_phi(eps_Emab, **Eps_k)
def get_eps_p_ab(self, eps_Emab, t_n1, **Eps_k):
return self._get_eps_p_Emab(eps_Emab, **Eps_k)
def _get_var_dict(self):
var_dict = super()._get_var_dict()
var_dict.update(eps_p_ab=self.get_eps_p_ab,
max_omega=self.get_max_omega,
max_omega_N=self.get_max_omega_N,
max_omega_T=self.get_max_omega_T,
omega_ab=self.get_omega_ab)
return var_dict
class MS13D(MS1):
# -----------------------------------------------
# number of microplanes - currently fixed for 3D
# -----------------------------------------------
n_mp = tr.Constant(28)
# -----------------------------------------------
# get the normal vectors of the microplanes
# -----------------------------------------------
_MPN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPN(self):
return np.array([[.577350259, .577350259, .577350259],
[.577350259, .577350259, -.577350259],
[.577350259, -.577350259, .577350259],
[.577350259, -.577350259, -.577350259],
[.935113132, .250562787, .250562787],
[.935113132, .250562787, -.250562787],
[.935113132, -.250562787, .250562787],
[.935113132, -.250562787, -.250562787],
[.250562787, .935113132, .250562787],
[.250562787, .935113132, -.250562787],
[.250562787, -.935113132, .250562787],
[.250562787, -.935113132, -.250562787],
[.250562787, .250562787, .935113132],
[.250562787, .250562787, -.935113132],
[.250562787, -.250562787, .935113132],
[.250562787, -.250562787, -.935113132],
[.186156720, .694746614, .694746614],
[.186156720, .694746614, -.694746614],
[.186156720, -.694746614, .694746614],
[.186156720, -.694746614, -.694746614],
[.694746614, .186156720, .694746614],
[.694746614, .186156720, -.694746614],
[.694746614, -.186156720, .694746614],
[.694746614, -.186156720, -.694746614],
[.694746614, .694746614, .186156720],
[.694746614, .694746614, -.186156720],
[.694746614, -.694746614, .186156720],
[.694746614, -.694746614, -.186156720]])
# -------------------------------------
# get the weights of the microplanes
# -------------------------------------
_MPW = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPW(self):
return np.array([
.0160714276, .0160714276, .0160714276, .0160714276, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0204744730, .0204744730, .0204744730, .0204744730,
.0204744730, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505, .0158350505, .0158350505,
.0158350505, .0158350505, .0158350505
]) * 6.0
# -------------------------------------------------------------------------
# Cached elasticity tensors
# -------------------------------------------------------------------------
def _get_lame_params(self):
la = self.E * self.nu / ((1. + self.nu) * (1. - 2. * self.nu))
# second Lame parameter (shear modulus)
mu = self.E / (2. + 2. * self.nu)
return la, mu
D_abef = tr.Property(tr.Array, depends_on='+input')
@tr.cached_property
def _get_D_abef(self):
la = self._get_lame_params()[0]
mu = self._get_lame_params()[1]
delta = np.identity(3)
D_abef = (np.einsum(',ij,kl->ijkl', la, delta, delta) +
np.einsum(',ik,jl->ijkl', mu, delta, delta) +
np.einsum(',il,jk->ijkl', mu, delta, delta))
return D_abef
class MATS2DMplCSDEEQ(MATSBase, InteractiveModel):
concrete_type = tr.Int
gamma_T = tr.Float(100000.,
label="Gamma",
desc=" Tangential Kinematic hardening modulus",
enter_set=True,
auto_set=False)
K_T = tr.Float(10000.,
label="K",
desc="Tangential Isotropic harening",
enter_set=True,
auto_set=False)
S_T = tr.Float(0.005,
label="S",
desc="Damage strength",
enter_set=True,
auto_set=False)
r_T = tr.Float(9.,
label="r",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
e_T = tr.Float(12.,
label="e",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
c_T = tr.Float(4.6,
label="c",
desc="Damage cumulation parameter",
enter_set=True,
auto_set=False)
tau_pi_bar = tr.Float(1.7,
label="Tau_bar",
desc="Reversibility limit",
enter_set=True,
auto_set=False)
a = tr.Float(0.003,
label="a",
desc="Lateral pressure coefficient",
enter_set=True,
auto_set=False)
ipw_view = View(
Item('gamma_T', latex=r'\gamma_\mathrm{T}', minmax=(10,100000)),
Item('K_T', latex=r'K_\mathrm{T}', minmax=(10, 10000)),
Item('S_T', latex=r'S_\mathrm{T}', minmax=(0.001, 0.01)),
Item('r_T', latex=r'r_\mathrm{T}', minmax=(1, 3)),
Item('e_T', latex=r'e_\mathrm{T}', minmax=(1, 40)),
Item('c_T', latex=r'c_\mathrm{T}', minmax=(1, 10)),
Item('tau_pi_bar', latex=r'\bar{\tau}', minmax=(1, 10)),
Item('a', latex=r'a', minmax=(0.001, 3)),
)
# -------------------------------------------
# Normal_Tension constitutive law parameters (without cumulative normal strain)
# -------------------------------------------
Ad = tr.Float(100.0,
label="a",
desc="brittleness coefficient",
enter_set=True,
auto_set=False)
eps_0 = tr.Float(0.00008,
label="a",
desc="threshold strain",
enter_set=True,
auto_set=False)
# -----------------------------------------------
# Normal_Compression constitutive law parameters
# -----------------------------------------------
K_N = tr.Float(10000.,
label="K_N",
desc=" Normal isotropic harening",
enter_set=True,
auto_set=False)
gamma_N = tr.Float(5000.,
label="gamma_N",
desc="Normal kinematic hardening",
enter_set=True,
auto_set=False)
sigma_0 = tr.Float(30.,
label="sigma_0",
desc="Yielding stress",
enter_set=True,
auto_set=False)
# -------------------------------------------------------------------------
# Cached elasticity tensors
# -------------------------------------------------------------------------
E = tr.Float(35e+3,
label="E",
desc="Young's Modulus",
auto_set=False,
input=True)
nu = tr.Float(0.2,
label='nu',
desc="Poison ratio",
auto_set=False,
input=True)
def _get_lame_params(self):
# la = self.E * self.nu / ((1. + self.nu) * (1. - 2. * self.nu))
# # second Lame parameter (shear modulus)
# mu = self.E / (2. + 2. * self.nu)
la = self.E * self.nu / ((1. + self.nu) * (1. - self.nu))
mu = self.E / (2. + 2. * self.nu)
return la, mu
D_abef = tr.Property(tr.Array, depends_on='+input')
@tr.cached_property
def _get_D_abef(self):
la = self._get_lame_params()[0]
mu = self._get_lame_params()[1]
delta = np.identity(2)
D_abef = (np.einsum(',ij,kl->ijkl', la, delta, delta) +
np.einsum(',ik,jl->ijkl', mu, delta, delta) +
np.einsum(',il,jk->ijkl', mu, delta, delta))
return D_abef
@tr.cached_property
def _get_state_var_shapes(self):
return {'w_N_Emn': (self.n_mp,),
'z_N_Emn': (self.n_mp,),
'alpha_N_Emn': (self.n_mp,),
'r_N_Emn': (self.n_mp,),
'eps_N_p_Emn': (self.n_mp,),
'sigma_N_Emn': (self.n_mp,),
'w_T_Emn': (self.n_mp,),
'z_T_Emn': (self.n_mp,),
'alpha_T_Emna': (self.n_mp, 2),
'eps_T_pi_Emna': (self.n_mp, 2),
}
#--------------------------------------------------------------
# microplane constitutive law (normal behavior CP + TD)
# (without cumulative normal strain for fatigue under tension)
#--------------------------------------------------------------
def get_normal_law(self, eps_N_Emn, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn, eps_aux):
eps_N_Aux = self._get_e_N_Emn_2(eps_aux)
E_N = self.E / (1.0 - 2.0 * self.nu)
# E_N = self.E * (1.0 + 2.0 * self.nu) / (1.0 - self.nu**2)
# When deciding if a microplane is in tensile or compression, we define a strain boundary such that that
# sigmaN <= 0 if eps_N < 0, avoiding entering in the quadrant of compressive strains and traction
sigma_trial = E_N * (eps_N_Emn - eps_N_p_Emn)
pos1 = [(eps_N_Emn < -1e-6) & (sigma_trial > 1e-6)] # looking for microplanes violating strain boundary
sigma_trial [pos1[0]] = 0
pos = eps_N_Emn > 1e-6 # microplanes under traction
pos2 = eps_N_Emn < -1e-6 # microplanes under compression
H = 1.0 * pos
H2 = 1.0 * pos2
# thermo forces
sigma_N_Emn_tilde = E_N * (eps_N_Emn - eps_N_p_Emn)
sigma_N_Emn_tilde[pos1[0]] = 0 # imposing strain boundary
Z = self.K_N * z_N_Emn
X = self.gamma_N * alpha_N_Emn * H2
h = (self.sigma_0 + Z) * H2
f_trial = (abs(sigma_N_Emn_tilde - X) - h) * H2
# threshold plasticity
thres_1 = f_trial > 1e-6
delta_lamda = f_trial / \
(E_N / (1 - omega_N_Emn) + abs(self.K_N) + self.gamma_N) * thres_1
eps_N_p_Emn = eps_N_p_Emn + delta_lamda * \
np.sign(sigma_N_Emn_tilde - X)
z_N_Emn = z_N_Emn + delta_lamda
alpha_N_Emn = alpha_N_Emn + delta_lamda * \
np.sign(sigma_N_Emn_tilde - X)
def R_N(r_N_Emn): return (1.0 / self.Ad) * (-r_N_Emn / (1.0 + r_N_Emn))
Y_N = 0.5 * H * E_N * (eps_N_Emn - eps_N_p_Emn) ** 2.0
Y_0 = 0.5 * E_N * self.eps_0 ** 2.0
f = (Y_N - (Y_0 + R_N(r_N_Emn)))
# threshold damage
thres_2 = f > 1e-6
def f_w(Y): return 1.0 - 1.0 / (1.0 + self.Ad * (Y - Y_0))
omega_N_Emn[f > 1e-6] = f_w(Y_N)[f > 1e-6]
r_N_Emn[f > 1e-6] = -omega_N_Emn[f > 1e-6]
sigma_N_Emn = (1.0 - H * omega_N_Emn) * E_N * (eps_N_Emn - eps_N_p_Emn)
pos1 = [(eps_N_Emn < -1e-6) & (sigma_trial > 1e-6)] # looking for microplanes violating strain boundary
sigma_N_Emn[pos1[0]] = 0
Z = self.K_N * z_N_Emn
X = self.gamma_N * alpha_N_Emn * H2
return omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z, X, Y_N
#-------------------------------------------------------------------------
# microplane constitutive law (Tangential CSD)-(Pressure sensitive cumulative damage)
#-------------------------------------------------------------------------
def get_tangential_law(self, eps_T_Emna, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn):
E_T = self.E / (1.0 + self.nu)
# E_T = self.E * (1.0 - 4 * self.nu) / \
# ((1.0 + self.nu) * (1.0 - 2 * self.nu))
# E_T = self.E * (1.0 - 3.0 * self.nu) / (1.0 - self.nu**2)
# thermo forces
sig_pi_trial = E_T * (eps_T_Emna - eps_T_pi_Emna)
Z = self.K_T * z_T_Emn
X = self.gamma_T * alpha_T_Emna
norm_1 = np.sqrt(
np.einsum(
'...na,...na->...n',
(sig_pi_trial - X), (sig_pi_trial - X))
)
Y = 0.5 * E_T * \
np.einsum(
'...na,...na->...n',
(eps_T_Emna - eps_T_pi_Emna),
(eps_T_Emna - eps_T_pi_Emna))
# threshold
f = norm_1 - self.tau_pi_bar - \
Z + self.a * sigma_N_Emn
plas_1 = f > 1e-6
elas_1 = f < 1e-6
delta_lamda = f / \
(E_T / (1.0 - omega_T_Emn) + self.gamma_T + self.K_T) * plas_1
norm_2 = 1.0 * elas_1 + np.sqrt(
np.einsum(
'...na,...na->...n',
(sig_pi_trial - X), (sig_pi_trial - X))) * plas_1
eps_T_pi_Emna[..., 0] = eps_T_pi_Emna[..., 0] + plas_1 * delta_lamda * \
((sig_pi_trial[..., 0] - X[..., 0]) /
(1.0 - omega_T_Emn)) / norm_2
eps_T_pi_Emna[..., 1] = eps_T_pi_Emna[..., 1] + plas_1 * delta_lamda * \
((sig_pi_trial[..., 1] - X[..., 1]) /
(1.0 - omega_T_Emn)) / norm_2
omega_T_Emn += ((1 - omega_T_Emn) ** self.c_T) * \
(delta_lamda * (Y / self.S_T) ** self.r_T) * \
(self.tau_pi_bar / (self.tau_pi_bar + self.a * sigma_N_Emn)) ** self.e_T
alpha_T_Emna[..., 0] = alpha_T_Emna[..., 0] + plas_1 * delta_lamda * \
(sig_pi_trial[..., 0] - X[..., 0]) / norm_2
alpha_T_Emna[..., 1] = alpha_T_Emna[..., 1] + plas_1 * delta_lamda * \
(sig_pi_trial[..., 1] - X[..., 1]) / norm_2
z_T_Emn = z_T_Emn + delta_lamda
sigma_T_Emna = np.einsum(
'...n,...na->...na', (1 - omega_T_Emn), E_T * (eps_T_Emna - eps_T_pi_Emna))
Z = self.K_T * z_T_Emn
X = self.gamma_T * alpha_T_Emna
Y = 0.5 * E_T * \
np.einsum(
'...na,...na->...n',
(eps_T_Emna - eps_T_pi_Emna),
(eps_T_Emna - eps_T_pi_Emna))
return omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z, X, Y
# #-------------------------------------------------------------------------
# # MICROPLANE-Kinematic constraints
# #-------------------------------------------------------------------------
#-------------------------------------------------
# get the operator of the microplane normals
_MPNN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPNN(self):
print(self._MPN)
MPNN_nij = np.einsum('ni,nj->nij', self._MPN, self._MPN)
return MPNN_nij
# get the third order tangential tensor (operator) for each microplane
_MPTT = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPTT(self):
delta = np.identity(2)
MPTT_nijr = 0.5 * (
np.einsum('ni,jr -> nijr', self._MPN, delta) +
np.einsum('nj,ir -> njir', self._MPN, delta) - 2 *
np.einsum('ni,nj,nr -> nijr', self._MPN, self._MPN, self._MPN)
)
return MPTT_nijr
def _get_e_N_Emn_2(self, eps_Emab):
# get the normal strain array for each microplane
return np.einsum('nij,...ij->...n', self._MPNN, eps_Emab)
def _get_e_T_Emnar_2(self, eps_Emab):
# get the tangential strain vector array for each microplane
MPTT_ijr = self._get__MPTT()
return np.einsum('nija,...ij->...na', MPTT_ijr, eps_Emab)
#--------------------------------------------------------
# return the state variables (Damage , inelastic strains)
#--------------------------------------------------------
def _get_state_variables(self, eps_Emab,
int_var, eps_aux):
e_N_arr = self._get_e_N_Emn_2(eps_Emab)
e_T_vct_arr = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn = int_var[:, 0]
z_N_Emn = int_var[:, 1]
alpha_N_Emn = int_var[:, 2]
r_N_Emn = int_var[:, 3]
eps_N_p_Emn = int_var[:, 4]
sigma_N_Emn = int_var[:, 5]
omega_T_Emn = int_var[:, 9]
z_T_Emn = int_var[:, 10]
alpha_T_Emna = int_var[:, 11:13]
eps_T_pi_Emna = int_var[:, 13:15]
omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(e_N_arr, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn, eps_aux)
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(e_T_vct_arr, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn)
# Definition internal variables / forces per column: 1) damage N, 2)iso N, 3)kin N, 4)consolidation N, 5) eps p N,
# 6) sigma N, 7) iso F N, 8) kin F N, 9) energy release N, 10) damage T, 11) iso T, 12-13) kin T, 14-15) eps p T,
# 16-17) sigma T, 18) iso F T, 19-20) kin F T, 21) energy release T
int_var[:, 0] = omega_N_Emn
int_var[:, 1] = z_N_Emn
int_var[:, 2] = alpha_N_Emn
int_var[:, 3] = r_N_Emn
int_var[:, 4] = eps_N_p_Emn
int_var[:, 5] = sigma_N_Emn
int_var[:, 6] = Z_n
int_var[:, 7] = X_n
int_var[:, 8] = Y_n
int_var[:, 9] = omega_T_Emn
int_var[:, 10] = z_T_Emn
int_var[:, 11:13] = alpha_T_Emna
int_var[:, 13:15] = eps_T_pi_Emna
int_var[:, 15:17] = sigma_T_Emna
int_var[:, 17] = Z_T
int_var[:, 18:20] = X_T
int_var[:, 20] = Y_T
return int_var
#---------------------------------------------------------------------
# Extra homogenization of damage tensor in case of two damage parameters
# Returns the 4th order damage tensor 'beta4' using (ref. [Baz99], Eq.(63))
#---------------------------------------------------------------------
def _get_beta_Emabcd_2(self, eps_Emab, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, eps_aux):
# Returns the 4th order damage tensor 'beta4' using
#(cf. [Baz99], Eq.(63))
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(
eps_N_Emn, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, eps_aux)
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(
eps_T_Emna, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn)
delta = np.identity(2)
beta_N = np.sqrt(1. - omega_N_Emn)
beta_T = np.sqrt(1. - omega_T_Emn)
beta_ijkl = np.einsum('n, ...n,ni, nj, nk, nl -> ...ijkl', self._MPW, beta_N, self._MPN, self._MPN, self._MPN, self._MPN) + \
0.25 * (np.einsum('n, ...n,ni, nk, jl -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN, delta) +
np.einsum('n, ...n,ni, nl, jk -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN, delta) +
np.einsum('n, ...n,nj, nk, il -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN, delta) +
np.einsum('n, ...n,nj, nl, ik -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN, delta) -
4.0 * np.einsum('n, ...n, ni, nj, nk, nl -> ...ijkl', self._MPW, beta_T, self._MPN, self._MPN, self._MPN, self._MPN))
return beta_ijkl
#-----------------------------------------------------------
# Integration of the (inelastic) strains for each microplane
#-----------------------------------------------------------
def _get_eps_p_Emab(self, eps_Emab, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn, eps_aux):
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
# plastic normal strains
omegaN, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, sigma_N_Emn, Z_n, X_n, Y_n = self.get_normal_law(
eps_N_Emn, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, eps_aux)
# sliding tangential strains
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_T_Emna, Z_T, X_T, Y_T = self.get_tangential_law(
eps_T_Emna, omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn)
delta = np.identity(2)
# 2-nd order plastic (inelastic) tensor
eps_p_Emab = (
np.einsum('n,...n,na,nb->...ab',
self._MPW, eps_N_p_Emn, self._MPN, self._MPN) +
0.5 * (
np.einsum('n,...nf,na,fb->...ab',
self._MPW, eps_T_pi_Emna, self._MPN, delta) +
np.einsum('n,...nf,nb,fa->...ab', self._MPW,
eps_T_pi_Emna, self._MPN, delta)
)
)
return eps_p_Emab
#-------------------------------------------------------------------------
# Evaluation - get the corrector and predictor
#-------------------------------------------------------------------------
def get_corr_pred(self, eps_Emab, t_n1, int_var, eps_aux, F):
# Definition internal variables / forces per column: 1) damage N, 2)iso N, 3)kin N, 4)consolidation N, 5) eps p N,
# 6) sigma N, 7) iso F N, 8) kin F N, 9) energy release N, 10) damage T, 11) iso T, 12-13) kin T, 14-15) eps p T,
# 16-17) sigma T, 18) iso F T, 19-20) kin F T, 21) energy release T
# Corrector predictor computation.
#------------------------------------------------------------------
# Damage tensor (4th order) using product- or sum-type symmetrization:
#------------------------------------------------------------------
eps_N_Emn = self._get_e_N_Emn_2(eps_Emab)
eps_T_Emna = self._get_e_T_Emnar_2(eps_Emab)
omega_N_Emn = int_var[:, 0]
z_N_Emn = int_var[:, 1]
alpha_N_Emn = int_var[:, 2]
r_N_Emn = int_var[:, 3]
eps_N_p_Emn = int_var[:, 4]
sigma_N_Emn = int_var[:, 5]
omega_T_Emn = int_var[:, 9]
z_T_Emn = int_var[:, 10]
alpha_T_Emna = int_var[:, 11:13]
eps_T_pi_Emna = int_var[:, 13:15]
beta_Emabcd = self._get_beta_Emabcd_2(
eps_Emab, omega_N_Emn, z_N_Emn, alpha_N_Emn, r_N_Emn, eps_N_p_Emn, omega_T_Emn, z_T_Emn,
alpha_T_Emna, eps_T_pi_Emna, eps_aux
)
#------------------------------------------------------------------
# Damaged stiffness tensor calculated based on the damage tensor beta4:
#------------------------------------------------------------------
D_Emabcd = np.einsum(
'...ijab, abef, ...cdef->...ijcd', beta_Emabcd, self.D_abef, beta_Emabcd)
#----------------------------------------------------------------------
# Return stresses (corrector) and damaged secant stiffness matrix (predictor)
#----------------------------------------------------------------------
# plastic strain tensor
eps_p_Emab = self._get_eps_p_Emab(
eps_Emab, omega_N_Emn, z_N_Emn,
alpha_N_Emn, r_N_Emn, eps_N_p_Emn,
omega_T_Emn, z_T_Emn, alpha_T_Emna, eps_T_pi_Emna, sigma_N_Emn, eps_aux)
# elastic strain tensor
eps_e_Emab = eps_Emab - eps_p_Emab
# calculation of the stress tensor
sig_Emab = np.einsum('...abcd,...cd->...ab', D_Emabcd, eps_e_Emab)
return D_Emabcd, sig_Emab, eps_p_Emab
#-----------------------------------------------
# number of microplanes
#-----------------------------------------------
n_mp = tr.Constant(360)
#-----------------------------------------------
# get the normal vectors of the microplanes
#-----------------------------------------------
_MPN = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPN(self):
# microplane normals:
alpha_list = np.linspace(0, 2 * np.pi, self.n_mp)
MPN = np.array([[np.cos(alpha), np.sin(alpha)]
for alpha in alpha_list])
return MPN
#-------------------------------------
# get the weights of the microplanes
#-------------------------------------
_MPW = tr.Property(depends_on='n_mp')
@tr.cached_property
def _get__MPW(self):
MPW = np.ones(self.n_mp) / self.n_mp * 2
return MPW
