Real
stzRHEVPFlowRatePowerLawJ2::computeEqvStress(const RankTwoTensor & pk2_dev, const RankTwoTensor & ce) const
{
RankTwoTensor sdev = pk2_dev * ce;
Real val = sdev.doubleContraction(sdev.transpose());
return std::pow(1.0 * val, 0.5);
}
Real
AuxElasticEnergy::computeValue()
{
RankTwoTensor stress = _elasticity_tensor[_qp]*_elastic_strain[_qp];
return 0.5*stress.doubleContraction(_elastic_strain[_qp]);
}
RankFourTensor
TensorMechanicsPlasticMeanCapTC::consistentTangentOperator(const RankTwoTensor & trial_stress, Real intnl_old, const RankTwoTensor & stress, Real intnl,
const RankFourTensor & E_ijkl, const std::vector<Real> & cumulative_pm) const
{
if (!_use_custom_cto)
return TensorMechanicsPlasticModel::consistentTangentOperator(trial_stress, intnl_old, stress, intnl, E_ijkl, cumulative_pm);
Real df_dq;
Real alpha;
if (trial_stress.trace() >= tensile_strength(intnl_old))
{
df_dq = -dtensile_strength(intnl);
alpha = 1.0;
}
else
{
df_dq = dcompressive_strength(intnl);
alpha = -1.0;
}
RankTwoTensor elas;
for (unsigned int i = 0; i < 3; ++i)
for (unsigned int j = 0; j < 3; ++j)
for (unsigned int k = 0; k < 3; ++k)
elas(i, j) += E_ijkl(i, j, k, k);
const Real hw = -df_dq + alpha * elas.trace();
return E_ijkl - alpha / hw * elas.outerProduct(elas);
}
Real
FlowRateModel::computeEqvStress(const RankTwoTensor & pk2_dev, const RankTwoTensor & ce) const
{
RankTwoTensor sdev = pk2_dev * ce;
Real val = sdev.doubleContraction(sdev.transpose());
return std::pow(3.0 * val/2.0, 0.5);
}
void
ComputeRSphericalIncrementalStrain::computeTotalStrainIncrement(RankTwoTensor & total_strain_increment)
{
// Deformation gradient calculation in cylinderical coordinates
RankTwoTensor A; // Deformation gradient
RankTwoTensor Fbar; // Old Deformation gradient
// Step through calculating the current and old deformation gradients
// Only diagonal components are nonzero because this is a 1D material
// Note: x_disp is the radial displacement
A(0,0) = (*_grad_disp[0])[_qp](0);
Fbar(0,0) = (*_grad_disp_old[0])[_qp](0);
// The polar and azimuthal strains are functions of radial displacement
if (!MooseUtils::relativeFuzzyEqual(_q_point[_qp](0), 0.0))
{
A(1,1) = (*_disp[0])[_qp] / _q_point[_qp](0);
Fbar(1,1) = _disp_old_0[_qp] / _q_point[_qp](0);
}
// The polar and azimuthal strains are equalivalent in this 1D problem
A(2,2) = A(1,1);
Fbar(2,2) = Fbar(1,1);
// Gauss point deformation gradient
_deformation_gradient[_qp] = A;
_deformation_gradient[_qp].addIa(1.0);
// very nearly A = gradU - gradUold, adapted to cylinderical coords
A -= Fbar;
total_strain_increment = 0.5 * (A + A.transpose());
}
Real
PorousFlowDispersiveFlux::computeQpResidual()
{
RealVectorValue flux = 0.0;
RealVectorValue velocity;
Real velocity_abs;
RankTwoTensor v2;
RankTwoTensor dispersion;
dispersion.zero();
Real diffusion;
for (unsigned int ph = 0; ph < _num_phases; ++ph)
{
// Diffusive component
diffusion = _porosity_qp[_qp] * _tortuosity[_qp][ph] * _diffusion_coeff[_qp][ph][_fluid_component];
// Calculate Darcy velocity
velocity = (_permeability[_qp] * (_grad_p[_qp][ph] - _fluid_density_qp[_qp][ph] *
_gravity) * _relative_permeability[_qp][ph] / _fluid_viscosity[_qp][ph]);
velocity_abs = std::sqrt(velocity * velocity);
if (velocity_abs > 0.0)
{
v2.vectorOuterProduct(velocity, velocity);
// Add longitudinal dispersion to diffusive component
diffusion += _disp_trans[ph] * velocity_abs;
dispersion = (_disp_long[ph] - _disp_trans[ph]) * v2 / velocity_abs;
}
flux += _fluid_density_qp[_qp][ph] * (diffusion * _identity_tensor + dispersion) * _grad_mass_frac[_qp][ph][_fluid_component];
}
return _grad_test[_i][_qp] * flux;
}
void
ComputeSmearedCrackingStress::updateStressTensorForCracking(RankTwoTensor & tensor,
const RealVectorValue & sigma)
{
// Get transformation matrix
const RankTwoTensor & R = _crack_rotation[_qp];
// Rotate to crack frame
tensor.rotate(R.transpose());
// Reset stress if cracked
for (unsigned int i = 0; i < 3; ++i)
if (_crack_damage[_qp](i) > 0.0)
{
const Real stress_correction_ratio = (tensor(i, i) - sigma(i)) / tensor(i, i);
if (stress_correction_ratio > _max_stress_correction)
tensor(i, i) *= (1.0 - _max_stress_correction);
else if (stress_correction_ratio < -_max_stress_correction)
tensor(i, i) *= (1.0 + _max_stress_correction);
else
tensor(i, i) = sigma(i);
}
// Rotate back to global frame
tensor.rotate(R);
}
Real
RankTwoScalarAux::computeValue()
{
Real val;
RankTwoTensor s;
switch (_scalar_type)
{
case 0:
s = _tensor[_qp].deviatoric();//Calculates deviatoric tensor
val = std::pow(3.0/2.0 * s.doubleContraction(s), 0.5);//Calculates sqrt(3/2*s:s)
break;
case 1:
///For plastic strain tensor (ep), tr(ep) = 0 is considered
val = std::pow(2.0/3.0 * _tensor[_qp].doubleContraction(_tensor[_qp]), 0.5);//Calculates sqrt(2/3*ep:ep)
break;
case 2:
val = _tensor[_qp].trace()/3.0;
break;
case 3:
val = _tensor[_qp].L2norm();
break;
case 4:
case 5:
case 6:
val = calcEigenValues();
break;
default:
mooseError("RankTwoScalarAux Error: Pass valid scalar type - VonMisesStress, EquivalentPlasticStrain, Hydrostatic, L2norm MaxPrincipal MidPrincipal MinPrincipal");
}
return val;
}
bool
stznewHEVPFlowRatePowerLawJ2::computeDirection(unsigned int qp, RankTwoTensor & val) const
{
RankTwoTensor pk2_dev = computePK2Deviatoric(_pk2[qp], _ce[qp]);
// Real s_xx = _tensor[qp](0,0);
// Real s_yy = _tensor[qp](1,1);
// Real tau_xy= _tensor[qp](0,1);
// Real s_mean = 1.0/3.0*(s_xx+s_yy);
// Real PI = 3.1415926;
// Real tau_max = std::pow((s_xx-s_yy)/2*(s_xx-s_yy)/2+tau_xy*tau_xy,0.5);
// Real eqv_stress = tau_max;
// RankTwoTensor pk2_dev = computePK2Deviatoric(_pk2[qp], _ce[qp]);
Real eqv_stress = computeEqvStress(pk2_dev, _ce[qp]);
RankTwoTensor dirnew ;
Real anglec;
Real angles;
Real PI= 3.1415926;
Real theta= 0.25*PI+0.5*(_phiangle/180.0*PI);
anglec = std::cos(theta);
angles = std::sin(theta);
dirnew.zero();
dirnew(0,0)=2.0*anglec*angles;
dirnew(1,1)=-2.0*anglec*angles;
val.zero();
if (eqv_stress > _strength[qp])
{ val = 1.5/eqv_stress * _ce[qp] * pk2_dev * _ce[qp];
//val = 1.5/eqv_stress*pk2_dev*_ce[qp];
// val = dirnew;
//
//
}
return true;
}
void
FiniteStrainHyperElasticViscoPlastic::computeElasticStrain()
{
RankTwoTensor iden;
iden.addIa(1.0);
_ee = 0.5 * (_ce[_qp]-iden);
}
RankTwoTensor
FiniteStrainPlasticMaterial::dyieldFunction_dstress(const RankTwoTensor & sig)
{
RankTwoTensor deriv = sig.dsecondInvariant();
deriv *= std::sqrt(3.0 / sig.secondInvariant()) / 2.0;
return deriv;
}
void
InteractionIntegral::computeTFields(RankTwoTensor & aux_stress, RankTwoTensor & grad_disp)
{
Real t = _theta;
Real st = std::sin(t);
Real ct = std::cos(t);
Real stsq = Utility::pow<2>(st);
Real ctsq = Utility::pow<2>(ct);
Real ctcu = Utility::pow<3>(ct);
Real oneOverPiR = 1.0 / (libMesh::pi * _r);
aux_stress.zero();
aux_stress(0, 0) = -oneOverPiR * ctcu;
aux_stress(0, 1) = -oneOverPiR * st * ctsq;
aux_stress(1, 0) = -oneOverPiR * st * ctsq;
aux_stress(1, 1) = -oneOverPiR * ct * stsq;
aux_stress(2, 2) = -oneOverPiR * _poissons_ratio * (ctcu + ct * stsq);
grad_disp.zero();
grad_disp(0, 0) = oneOverPiR / (4.0 * _youngs_modulus) *
(ct * (4.0 * Utility::pow<2>(_poissons_ratio) - 3.0 + _poissons_ratio) -
std::cos(3.0 * t) * (1.0 + _poissons_ratio));
grad_disp(0, 1) = -oneOverPiR / (4.0 * _youngs_modulus) *
(st * (4.0 * Utility::pow<2>(_poissons_ratio) - 3.0 + _poissons_ratio) +
std::sin(3.0 * t) * (1.0 + _poissons_ratio));
}
void
RankTwoTensorTest::ddetTest()
{
// this derivative is less trivial than dtrace and dsecondInvariant,
// so let's check with a finite-difference approximation
Real ep = 1E-5; // small finite-difference parameter
Real det; // determinant provided by RankTwoTensor
RankTwoTensor deriv; // derivative of det provided by RankTwoTensor
RankTwoTensor mep; // the RankTwoTensor with successive entries shifted by ep
det = _m3.det();
deriv = _m3.ddet();
mep = _m3;
for (unsigned i = 0 ; i < 3 ; ++i)
for (unsigned j = 0 ; j < 3 ; ++j)
{
mep(i, j) += ep;
CPPUNIT_ASSERT_DOUBLES_EQUAL((mep.det() - det)/ep, deriv(i, j), ep);
mep(i, j) -= ep;
}
det = _unsymmetric1.det();
deriv = _unsymmetric1.ddet();
mep = _unsymmetric1;
for (unsigned i = 0 ; i < 3 ; ++i)
for (unsigned j = 0 ; j < 3 ; ++j)
{
mep(i, j) += ep;
CPPUNIT_ASSERT_DOUBLES_EQUAL((mep.det() - det)/ep, deriv(i, j), ep);
mep(i, j) -= ep;
}
}
Real
TensorMechanicsPlasticDruckerPrager::yieldFunction(const RankTwoTensor & stress, Real intnl) const
{
Real aaa;
Real bbb;
bothAB(intnl, aaa, bbb);
return std::sqrt(stress.secondInvariant()) + stress.trace() * bbb - aaa;
}
RankTwoTensor
TensorMechanicsPlasticJ2::dyieldFunction_dstress(const RankTwoTensor & stress, Real /*intnl*/) const
{
Real sII = stress.secondInvariant();
if (sII == 0.0)
return RankTwoTensor();
else
return 0.5 * std::sqrt(3.0 / sII) * stress.dsecondInvariant();
}
RankFourTensor
TensorMechanicsPlasticDruckerPrager::dflowPotential_dstress(const RankTwoTensor & stress,
Real /*intnl*/) const
{
RankFourTensor dr_dstress;
dr_dstress = 0.5 * stress.d2secondInvariant() / std::sqrt(stress.secondInvariant());
dr_dstress += -0.5 * 0.5 * stress.dsecondInvariant().outerProduct(stress.dsecondInvariant()) /
std::pow(stress.secondInvariant(), 1.5);
return dr_dstress;
}
Real
TensorMechanicsPlasticOrthotropic::yieldFunction(const RankTwoTensor & stress, Real intnl) const
{
const RankTwoTensor j2prime = _l1 * stress;
const RankTwoTensor j3prime = _l2 * stress;
return _b * stress.trace() +
std::pow(std::pow(-j2prime.generalSecondInvariant(), 3.0 / 2.0) - j3prime.det(),
1.0 / 3.0) -
yieldStrength(intnl);
}
void
RankTwoTensorTest::d2sin3LodeTest()
{
// Here i do a finite-difference calculation of the third
// derivative and compare with the closed-solution form
Real ep = 1E-5; // small finite-difference parameter
RankTwoTensor d1; // first derivative of sin3Lode - from RankTwoTensor - do a finite-difference of this
RankFourTensor d2; // third derivative of third Invariant - from RankTwoTensor
RankTwoTensor mep; // matrix with shifted entries
RankTwoTensor d1ep; // first derivative of sin3Lode of mep
mep = _m3;
d1 = _m3.dsin3Lode();
d2 = _m3.d2sin3Lode();
for (unsigned i = 0; i < 3; i++)
for (unsigned j = 0; j < 3; j++)
{
for (unsigned int k = 0; k < 3; k++)
for (unsigned int l = 0; l < 3; l++)
{
mep(k, l) += ep;
d1ep = mep.dsin3Lode();
CPPUNIT_ASSERT_DOUBLES_EQUAL((d1ep(i, j) - d1(i, j))/ep, d2(i, j, k, l), ep);
mep(k, l) -= ep;
}
}
mep = _unsymmetric1;
d1 = _unsymmetric1.dsin3Lode();
d2 = _unsymmetric1.d2sin3Lode();
for (unsigned i = 0; i < 3; i++)
for (unsigned j = 0; j < 3; j++)
{
for (unsigned int k = 0; k < 3; k++)
for (unsigned int l = 0; l < 3; l++)
{
mep(k, l) += ep;
d1ep = mep.dsin3Lode();
CPPUNIT_ASSERT_DOUBLES_EQUAL((d1ep(i, j) - d1(i, j))/ep, d2(i, j, k, l), ep);
mep(k, l) -= ep;
// note that because d1 and d2 explicitly symmeterise the matrix
// the derivative may or may not explicitly symmeterise
mep(k, l) += 0.5*ep;
mep(l, k) += 0.5*ep;
d1ep = mep.dsin3Lode();
CPPUNIT_ASSERT_DOUBLES_EQUAL((d1ep(i, j) - d1(i, j))/ep, d2(i, j, k, l), ep);
mep(k, l) -= 0.5*ep;
mep(l, k) -= 0.5*ep;
}
}
}
RankFourTensor
TensorMechanicsPlasticTensile::dflowPotential_dstress(const RankTwoTensor & stress, const Real & intnl) const
{
Real mean_stress = stress.trace()/3.0;
RankTwoTensor dmean_stress = stress.dtrace()/3.0;
Real sin3Lode = stress.sin3Lode(_lode_cutoff, 0);
if (sin3Lode <= _sin3tt)
{
// the non-edge-smoothed version
std::vector<Real> eigvals;
std::vector<RankTwoTensor> deigvals;
std::vector<RankFourTensor> d2eigvals;
stress.dsymmetricEigenvalues(eigvals, deigvals);
stress.d2symmetricEigenvalues(d2eigvals);
Real denom = std::sqrt(_small_smoother2 + std::pow(eigvals[2] - mean_stress, 2));
RankFourTensor dr_dstress = (eigvals[2] - mean_stress)*d2eigvals[2]/denom;
for (unsigned i = 0 ; i < 3 ; ++i)
for (unsigned j = 0 ; j < 3 ; ++j)
for (unsigned k = 0 ; k < 3 ; ++k)
for (unsigned l = 0 ; l < 3 ; ++l)
dr_dstress(i, j, k, l) += (1 - std::pow((eigvals[2] - mean_stress)/denom, 2))*(deigvals[2](i, j) - dmean_stress(i, j))*(deigvals[2](k, l) - dmean_stress(k, l))/denom;
return dr_dstress;
}
else
{
// the edge-smoothed version
RankTwoTensor dsin3Lode = stress.dsin3Lode(_lode_cutoff);
Real kk = _aaa + _bbb*sin3Lode + _ccc*std::pow(sin3Lode, 2);
RankTwoTensor dkk = (_bbb + 2*_ccc*sin3Lode)*dsin3Lode;
RankFourTensor d2kk = (_bbb + 2*_ccc*sin3Lode)*stress.d2sin3Lode(_lode_cutoff);
for (unsigned i = 0 ; i < 3 ; ++i)
for (unsigned j = 0 ; j < 3 ; ++j)
for (unsigned k = 0 ; k < 3 ; ++k)
for (unsigned l = 0 ; l < 3 ; ++l)
d2kk(i, j, k, l) += 2*_ccc*dsin3Lode(i, j)*dsin3Lode(k, l);
Real sibar2 = stress.secondInvariant();
RankTwoTensor dsibar2 = stress.dsecondInvariant();
RankFourTensor d2sibar2 = stress.d2secondInvariant();
Real denom = std::sqrt(_small_smoother2 + sibar2*std::pow(kk, 2));
RankFourTensor dr_dstress = (0.5*d2sibar2*std::pow(kk, 2) + sibar2*kk*d2kk)/denom;
for (unsigned i = 0 ; i < 3 ; ++i)
for (unsigned j = 0 ; j < 3 ; ++j)
for (unsigned k = 0 ; k < 3 ; ++k)
for (unsigned l = 0 ; l < 3 ; ++l)
{
dr_dstress(i, j, k, l) += (dsibar2(i, j)*dkk(k, l)*kk + dkk(i, j)*dsibar2(k, l)*kk + sibar2*dkk(i, j)*dkk(k, l))/denom;
dr_dstress(i, j, k, l) -= (0.5*dsibar2(i, j)*std::pow(kk, 2) + sibar2*kk*dkk(i, j))*(0.5*dsibar2(k, l)*std::pow(kk, 2) + sibar2*kk*dkk(k, l))/std::pow(denom, 3);
}
return dr_dstress;
}
}
/**
* Get unitary flow tensor in deviatoric direction, modified Cam-Clay
*/
void
RedbackMechMaterialCC::getFlowTensor(const RankTwoTensor & sig, Real q, Real p, Real pc, RankTwoTensor & flow_tensor)
{
if (pc > 0)
pc *= -1;
flow_tensor = 3.0 * sig.deviatoric() / (_slope_yield_surface * _slope_yield_surface);
flow_tensor.addIa((2.0 * p - pc) / 3.0); //(p > 0 ? 1:-1)
// TODO: do we need to normalise? If so, do we need the sqrt(3/2) factor?
// flow_tensor /= std::pow(2.0/3.0,0.5)*flow_tensor.L2norm();
}
RankTwoTensor
TensorMechanicsPlasticOrthotropic::dyieldFunction_dstress(const RankTwoTensor & stress,
Real /*intnl*/) const
{
const RankTwoTensor j2prime = _l1 * stress;
const RankTwoTensor j3prime = _l2 * stress;
const Real j2 = -j2prime.generalSecondInvariant();
const Real j3 = j3prime.det();
return _b * dI_sigma() + dphi_dj2(j2, j3) * _l1.innerProductTranspose(dj2_dSkl(j2prime)) +
dphi_dj3(j2, j3) * _l2.innerProductTranspose(j3prime.ddet());
}
RankTwoTensor
TensorMechanicsPlasticOrthotropic::flowPotential(const RankTwoTensor & stress, Real intnl) const
{
if (_associative)
{
const RankTwoTensor a = dyieldFunction_dstress(stress, intnl);
return a / a.L2norm();
}
else
return TensorMechanicsPlasticJ2::dyieldFunction_dstress(stress, intnl);
}
RankTwoTensor
TensorMechanicsPlasticMeanCapTC::df_dsig(const RankTwoTensor & stress, Real intnl) const
{
const Real tr = stress.trace();
const Real t_str = tensile_strength(intnl);
if (tr >= t_str)
return stress.dtrace();
const Real c_str = compressive_strength(intnl);
if (tr <= c_str)
return -stress.dtrace();
return - std::cos(M_PI * (tr - c_str) / (t_str - c_str)) * stress.dtrace();
}
RankFourTensor
TensorMechanicsPlasticMeanCapTC::dflowPotential_dstress(const RankTwoTensor & stress, Real intnl) const
{
const Real tr = stress.trace();
const Real t_str = tensile_strength(intnl);
if (tr >= t_str)
return RankFourTensor();
const Real c_str = compressive_strength(intnl);
if (tr <= c_str)
return RankFourTensor();
return M_PI / (t_str - c_str) * std::sin(M_PI * (tr - c_str) / (t_str - c_str)) * stress.dtrace().outerProduct(stress.dtrace());
}
Real
AuxCalphadEnergy::computeMatrixEnergy()
{
//Joules/meter^3
Real chemical_energy = ( (1 - _H)*_G_alpha[_qp] + _H*_G_delta[_qp] + _W[_qp]*_g) / _Omega[_qp];
RankTwoTensor a = _elasticity_tensor[_qp]*(_elastic_strain[_qp]);
Real elastic_energy = 0.5*a.doubleContraction( _elastic_strain[_qp]);
//_console<<"matrix elastic energy = "<<elastic_energy<<std::endl;
//_console<<"matrix chemical energy = "<<chemical_energy<<std::endl;
return chemical_energy + elastic_energy;
}
RankTwoTensor
TensorMechanicsPlasticMeanCapTC::dflowPotential_dintnl(const RankTwoTensor & stress, Real intnl) const
{
const Real tr = stress.trace();
const Real t_str = tensile_strength(intnl);
if (tr >= t_str)
return RankTwoTensor();
const Real c_str = compressive_strength(intnl);
if (tr <= c_str)
return RankTwoTensor();
const Real dt = dtensile_strength(intnl);
const Real dc = dcompressive_strength(intnl);
return std::sin(M_PI * (tr - c_str) / (t_str - c_str)) * stress.dtrace() * M_PI / std::pow(t_str - c_str, 2) * ((tr - t_str) * dc - (tr - c_str) * dt);
}
Real
AuxChemElastic::computeDintDnoncons()
{
RankTwoTensor d_eigenstrain;
RankTwoTensor c;
RankFourTensor elasticity;
d_eigenstrain = (_precipitate_eigenstrain_rotated[_qp])[_noncons_var_num-1];
elasticity = _precipitate_elasticity[_qp];
c = elasticity*d_eigenstrain;
return -2.0*c.doubleContraction(_local_strain[_qp]);
}
void
FiniteStrainHyperElasticViscoPlastic::computeElasticPlasticDeformGrad()
{
RankTwoTensor iden;
iden.addIa(1.0);
RankTwoTensor val;
for (unsigned int i = 0; i < _num_flow_rate_uos; ++i)
val += _flow_rate(i) * _flow_dirn[i] * _dt_substep;
_fp_tmp_inv = _fp_tmp_old_inv * (iden - val);
_fp_tmp_inv = std::pow(_fp_tmp_inv.det(), -1.0/3.0) * _fp_tmp_inv;
_fe = _dfgrd_tmp * _fp_tmp_inv;
}
Real
RankTwoTensor::thirdInvariant() const
{
RankTwoTensor s = 0.5 * deviatoric();
s += s.transpose();
Real result = 0.0;
result = s(0, 0) * (s(1, 1) * s(2, 2) - s(2, 1) * s(1, 2));
result -= s(1, 0) * (s(0, 1) * s(2, 2) - s(2, 1) * s(0, 2));
result += s(2, 0) * (s(0, 1) * s(1, 2) - s(1, 1) * s(0, 2));
return result;
}
/**
* Get flow tensor in deviatoric direction, modified Cam-Clay
*/
void
RedbackMechMaterialCC::getFlowTensor(const RankTwoTensor & sig,
Real /*q*/,
Real p,
Real /*q_y*/,
Real /*p_y*/,
Real yield_stress,
RankTwoTensor & flow_tensor)
{
Real pc = -yield_stress;
flow_tensor = 3.0 * sig.deviatoric() / (_slope_yield_surface * _slope_yield_surface);
flow_tensor.addIa((2.0 * p - pc - 2*_shift_ellipse) / 3.0);
}
