bool
TensorMechanicsPlasticTensileMulti::doReturnMap(const RankTwoTensor & trial_stress, const Real & intnl_old, const RankFourTensor & E_ijkl,
Real /*ep_plastic_tolerance*/, RankTwoTensor & returned_stress, Real & returned_intnl,
std::vector<Real> & dpm, RankTwoTensor & delta_dp, std::vector<Real> & yf,
bool & trial_stress_inadmissible) const
{
mooseAssert(dpm.size() == 3, "TensorMechanicsPlasticTensileMulti size of dpm should be 3 but it is " << dpm.size());
std::vector<Real> eigvals;
RankTwoTensor eigvecs;
trial_stress.symmetricEigenvaluesEigenvectors(eigvals, eigvecs);
eigvals[0] += _shift;
eigvals[2] -= _shift;
Real str = tensile_strength(intnl_old);
yf.resize(3);
yf[0] = eigvals[0] - str;
yf[1] = eigvals[1] - str;
yf[2] = eigvals[2] - str;
if (yf[0] <= _f_tol && yf[1] <= _f_tol && yf[2] <= _f_tol)
{
// purely elastic (trial_stress, intnl_old)
trial_stress_inadmissible = false;
return true;
}
trial_stress_inadmissible = true;
delta_dp.zero();
returned_stress.zero();
// In the following i often assume that E_ijkl is
// for an isotropic situation. This reduces FLOPS
// substantially which is important since the returnMap
// is potentially the most compute-intensive function
// of a simulation.
// In many comments i write the general expression, and
// i hope that might guide future coders if they are
// generalising to a non-istropic E_ijkl
// n[alpha] = E_ijkl*r[alpha]_kl expressed in principal stress space
// (alpha = 0, 1, 2, corresponding to the three surfaces)
// Note that in principal stress space, the flow
// directions are, expressed in 'vector' form,
// r[0] = (1,0,0), r[1] = (0,1,0), r[2] = (0,0,1).
// Similar for _n:
// so _n[0] = E_ij00*r[0], _n[1] = E_ij11*r[1], _n[2] = E_ij22*r[2]
// In the following I assume that the E_ijkl is
// for an isotropic situation.
// In the anisotropic situation, we couldn't express
// the flow directions as vectors in the same principal
// stress space as the stress: they'd be full rank-2 tensors
std::vector<std::vector<Real> > n(3);
for (unsigned i = 0 ; i < 3 ; ++i)
n[i].resize(3);
n[0][0] = E_ijkl(0,0,0,0);
n[0][1] = E_ijkl(1,1,0,0);
n[0][2] = E_ijkl(2,2,0,0);
n[1][0] = E_ijkl(0,0,1,1);
n[1][1] = E_ijkl(1,1,1,1);
n[1][2] = E_ijkl(2,2,1,1);
n[2][0] = E_ijkl(0,0,2,2);
n[2][1] = E_ijkl(1,1,2,2);
n[2][2] = E_ijkl(2,2,2,2);
// With non-zero Poisson's ratio and hardening
// it is not computationally cheap to know whether
// the trial stress will return to the tip, edge,
// or plane. The following is correct for zero
// Poisson's ratio and no hardening, and at least
// gives a not-completely-stupid guess in the
// more general case.
// trial_order[0] = type of return to try first
// trial_order[1] = type of return to try second
// trial_order[2] = type of return to try third
std::vector<int> trial_order(3);
if (yf[0] > 0) // all the yield functions are positive, since eigvals are ordered eigvals[0] <= eigvals[1] <= eigvals[2]
{
trial_order[0] = tip;
trial_order[1] = edge;
trial_order[2] = plane;
}
else if (yf[1] > 0) // two yield functions are positive
{
trial_order[0] = edge;
trial_order[1] = tip;
trial_order[2] = plane;
}
else
{
trial_order[0] = plane;
trial_order[1] = edge;
trial_order[2] = tip;
}
unsigned trial;
bool nr_converged;
for (trial = 0 ; trial < 3 ; ++trial)
{
switch (trial_order[trial])
{
case tip:
nr_converged = returnTip(eigvals, n, dpm, returned_stress, intnl_old, 0);
break;
case edge:
nr_converged = returnEdge(eigvals, n, dpm, returned_stress, intnl_old, 0);
break;
case plane:
nr_converged = returnPlane(eigvals, n, dpm, returned_stress, intnl_old, 0);
break;
}
str = tensile_strength(intnl_old + dpm[0] + dpm[1] + dpm[2]);
if (nr_converged && KuhnTuckerOK(returned_stress, dpm, str))
break;
}
if (trial == 3)
{
Moose::err << "Trial stress = \n";
trial_stress.print(Moose::err);
Moose::err << "Internal parameter = " << intnl_old << "\n";
mooseError("TensorMechanicsPlasticTensileMulti: FAILURE! You probably need to implement a line search\n");
// failure - must place yield function values at trial stress into yf
str = tensile_strength(intnl_old);
yf[0] = eigvals[0] - str;
yf[1] = eigvals[1] - str;
yf[2] = eigvals[2] - str;
return false;
}
// success
returned_intnl = intnl_old;
for (unsigned i = 0 ; i < 3 ; ++i)
{
yf[i] = returned_stress(i, i) - str;
delta_dp(i, i) = dpm[i];
returned_intnl += dpm[i];
}
returned_stress = eigvecs*returned_stress*(eigvecs.transpose());
delta_dp = eigvecs*delta_dp*(eigvecs.transpose());
return true;
}
bool
TensorMechanicsPlasticMohrCoulombMulti::doReturnMap(const RankTwoTensor & trial_stress, Real intnl_old, const RankFourTensor & E_ijkl,
Real ep_plastic_tolerance, RankTwoTensor & returned_stress, Real & returned_intnl,
std::vector<Real> & dpm, RankTwoTensor & delta_dp, std::vector<Real> & yf,
bool & trial_stress_inadmissible) const
{
mooseAssert(dpm.size() == 6, "TensorMechanicsPlasticMohrCoulombMulti size of dpm should be 6 but it is " << dpm.size());
std::vector<Real> eigvals;
RankTwoTensor eigvecs;
trial_stress.symmetricEigenvaluesEigenvectors(eigvals, eigvecs);
eigvals[0] += _shift;
eigvals[2] -= _shift;
Real sinphi = std::sin(phi(intnl_old));
Real cosphi = std::cos(phi(intnl_old));
Real coh = cohesion(intnl_old);
Real cohcos = coh*cosphi;
yieldFunctionEigvals(eigvals[0], eigvals[1], eigvals[2], sinphi, cohcos, yf);
if (yf[0] <= _f_tol && yf[1] <= _f_tol && yf[2] <= _f_tol && yf[3] <= _f_tol && yf[4] <= _f_tol && yf[5] <= _f_tol)
{
// purely elastic (trial_stress, intnl_old)
trial_stress_inadmissible = false;
return true;
}
trial_stress_inadmissible = true;
delta_dp.zero();
returned_stress = RankTwoTensor();
// these are the normals to the 6 yield surfaces, which are const because of the assumption of no psi hardening
std::vector<RealVectorValue> norm(6);
const Real sinpsi = std::sin(psi(intnl_old));
const Real oneminus = 0.5*(1 - sinpsi);
const Real oneplus = 0.5*(1 + sinpsi);
norm[0](0) = oneplus; norm[0](1) = -oneminus; norm[0](2) = 0;
norm[1](0) = -oneminus; norm[1](1) = oneplus; norm[1](2) = 0;
norm[2](0) = oneplus; norm[2](1) = 0; norm[2](2) = -oneminus;
norm[3](0) = -oneminus; norm[3](1) = 0; norm[3](2) = oneplus;
norm[4](0) = 0; norm[4](1) = oneplus; norm[4](2) = -oneminus;
norm[5](0) = 0; norm[5](1) = -oneminus; norm[5](2) = oneplus;
// the flow directions are these norm multiplied by Eijkl.
// I call the flow directions "n".
// In the following I assume that the Eijkl is
// for an isotropic situation. Then I don't have to
// rotate to the principal-stress frame, and i don't
// have to worry about strange off-diagonal things
std::vector<RealVectorValue> n(6);
for (unsigned ys = 0; ys < 6; ++ys)
for (unsigned i = 0; i < 3; ++i)
for (unsigned j = 0; j < 3; ++j)
n[ys](i) += E_ijkl(i,i,j,j)*norm[ys](j);
const Real mag_E = E_ijkl(0, 0, 0, 0);
// With non-zero Poisson's ratio and hardening
// it is not computationally cheap to know whether
// the trial stress will return to the tip, edge,
// or plane. The following at least
// gives a not-completely-stupid guess
// trial_order[0] = type of return to try first
// trial_order[1] = type of return to try second
// trial_order[2] = type of return to try third
// trial_order[3] = type of return to try fourth
// trial_order[4] = type of return to try fifth
// In the following the "binary" stuff indicates the
// deactive (0) and active (1) surfaces, eg
// 110100 means that surfaces 0, 1 and 3 are active
// and 2, 4 and 5 are deactive
const unsigned int number_of_return_paths = 5;
std::vector<int> trial_order(number_of_return_paths);
if (yf[1] > _f_tol && yf[3] > _f_tol && yf[5] > _f_tol)
{
trial_order[0] = tip110100;
trial_order[1] = edge010100;
trial_order[2] = plane000100;
trial_order[3] = edge000101;
trial_order[4] = tip010101;
}
else if (yf[1] <= _f_tol && yf[3] > _f_tol && yf[5] > _f_tol)
{
trial_order[0] = edge000101;
trial_order[1] = plane000100;
trial_order[2] = tip110100;
trial_order[3] = tip010101;
trial_order[4] = edge010100;
}
else if (yf[1] <= _f_tol && yf[3] > _f_tol && yf[5] <= _f_tol)
{
trial_order[0] = plane000100;
trial_order[1] = edge000101;
trial_order[2] = edge010100;
trial_order[3] = tip110100;
trial_order[4] = tip010101;
}
else
{
trial_order[0] = edge010100;
trial_order[1] = plane000100;
trial_order[2] = edge000101;
trial_order[3] = tip110100;
trial_order[4] = tip010101;
}
unsigned trial;
bool nr_converged = false;
bool kt_success = false;
std::vector<RealVectorValue> ntip(3);
std::vector<Real> dpmtip(3);
for (trial = 0; trial < number_of_return_paths; ++trial)
{
switch (trial_order[trial])
{
case tip110100:
for (unsigned int i = 0; i < 3; ++i)
{
ntip[0](i) = n[0](i);
ntip[1](i) = n[1](i);
ntip[2](i) = n[3](i);
}
kt_success = returnTip(eigvals, ntip, dpmtip, returned_stress, intnl_old, sinphi, cohcos, 0, nr_converged, ep_plastic_tolerance, yf);
if (nr_converged && kt_success)
{
dpm[0] = dpmtip[0];
dpm[1] = dpmtip[1];
dpm[3] = dpmtip[2];
dpm[2] = dpm[4] = dpm[5] = 0;
}
break;
case tip010101:
for (unsigned int i = 0; i < 3; ++i)
{
ntip[0](i) = n[1](i);
ntip[1](i) = n[3](i);
ntip[2](i) = n[5](i);
}
kt_success = returnTip(eigvals, ntip, dpmtip, returned_stress, intnl_old, sinphi, cohcos, 0, nr_converged, ep_plastic_tolerance, yf);
if (nr_converged && kt_success)
{
dpm[1] = dpmtip[0];
dpm[3] = dpmtip[1];
dpm[5] = dpmtip[2];
dpm[0] = dpm[2] = dpm[4] = 0;
}
break;
case edge000101:
kt_success = returnEdge000101(eigvals, n, dpm, returned_stress, intnl_old, sinphi, cohcos, 0, mag_E, nr_converged, ep_plastic_tolerance, yf);
break;
case edge010100:
kt_success = returnEdge010100(eigvals, n, dpm, returned_stress, intnl_old, sinphi, cohcos, 0, mag_E, nr_converged, ep_plastic_tolerance, yf);
break;
case plane000100:
kt_success = returnPlane(eigvals, n, dpm, returned_stress, intnl_old, sinphi, cohcos, 0, nr_converged, ep_plastic_tolerance, yf);
break;
}
if (nr_converged && kt_success)
break;
}
if (trial == number_of_return_paths)
{
sinphi = std::sin(phi(intnl_old));
cosphi = std::cos(phi(intnl_old));
coh = cohesion(intnl_old);
cohcos = coh*cosphi;
yieldFunctionEigvals(eigvals[0], eigvals[1], eigvals[2], sinphi, cohcos, yf);
Moose::err << "Trial stress = \n";
trial_stress.print(Moose::err);
Moose::err << "which has eigenvalues = " << eigvals[0] << " " << eigvals[1] << " " << eigvals[2] << "\n";
Moose::err << "and yield functions = " << yf[0] << " " << yf[1] << " " << yf[2] << " " << yf[3] << " " << yf[4] << " " << yf[5] << "\n";
Moose::err << "Internal parameter = " << intnl_old << "\n";
mooseError("TensorMechanicsPlasticMohrCoulombMulti: FAILURE! You probably need to implement a line search if your hardening is too severe, or you need to tune your tolerances (eg, yield_function_tolerance should be a little smaller than (young modulus)*ep_plastic_tolerance).\n");
return false;
}
// success
returned_intnl = intnl_old;
for (unsigned i = 0; i < 6; ++i)
returned_intnl += dpm[i];
for (unsigned i = 0; i < 6; ++i)
for (unsigned j = 0; j < 3; ++j)
delta_dp(j, j) += dpm[i]*norm[i](j);
returned_stress = eigvecs*returned_stress*(eigvecs.transpose());
delta_dp = eigvecs*delta_dp*(eigvecs.transpose());
return true;
}
