bool ConfiningStressTableModel::setData( const QModelIndex &index, const QVariant &value, int role )
{
if(index.parent()!=QModelIndex())
return false;
if (role==Qt::DisplayRole || role==Qt::EditRole) {
switch (index.column()){
case 0:
// Thickness
m_layers[index.row()]->thick = value.toDouble();
computeStress(index.row());
break;
case 1:
// Unit Weight
m_layers[index.row()]->untWt = value.toDouble();
computeStress(index.row());
break;
case 2:
// At Rest Coefficient
m_layers[index.row()]->atRestCoeff = value.toDouble();
computeStress(index.row());
break;
case 3:
return false;
}
}
dataChanged(index, index);
return true;
}
void
LinearIsotropicMaterial::computeProperties()
{
for (_qp = 0; _qp < _qrule->n_points(); ++_qp)
{
Real alpha = computeAlpha();
_local_elasticity_tensor->calculate(_qp);
_elasticity_tensor[_qp] = *_local_elasticity_tensor;
SymmTensor strn(_grad_disp_x[_qp](0),
_grad_disp_y[_qp](1),
_grad_disp_z[_qp](2),
0.5 * (_grad_disp_x[_qp](1) + _grad_disp_y[_qp](0)),
0.5 * (_grad_disp_y[_qp](2) + _grad_disp_z[_qp](1)),
0.5 * (_grad_disp_z[_qp](0) + _grad_disp_x[_qp](2)));
// Add in Isotropic Thermal Strain
if (_has_temp)
{
Real isotropic_strain = alpha * (_temp[_qp] - _t_ref);
strn.addDiag(-isotropic_strain);
_d_strain_dT.zero();
_d_strain_dT.addDiag(-alpha);
}
SymmTensor strain(strn);
computeStress(strain, _stress[_qp]);
}
}
void
ReturnMappingModel::computeStress(const Elem & current_elem,
const SymmElasticityTensor & elasticityTensor,
const SymmTensor & stress_old,
SymmTensor & strain_increment,
SymmTensor & stress_new)
{
// Given the stretching, compute the stress increment and add it to the old stress. Also update
// the creep strain
// stress = stressOld + stressIncrement
if (_t_step == 0 && !_app.isRestarting())
{
if (_compute_matl_timestep_limit)
(*_matl_timestep_limit)[_qp] = std::numeric_limits<Real>::max();
return;
}
stress_new = elasticityTensor * strain_increment;
stress_new += stress_old;
SymmTensor inelastic_strain_increment;
computeStress(current_elem,
elasticityTensor,
stress_old,
strain_increment,
stress_new,
inelastic_strain_increment);
}
void
LinearIsotropicMaterial::computeProperties()
{
for (_qp=0; _qp < _qrule->n_points(); ++_qp)
{
Real alpha = computeAlpha();
_local_elasticity_tensor->calculate(_qp);
_elasticity_tensor[_qp] = *_local_elasticity_tensor;
SymmTensor strn( _grad_disp_x[_qp](0),
_grad_disp_y[_qp](1),
_grad_disp_z[_qp](2),
0.5*(_grad_disp_x[_qp](1)+_grad_disp_y[_qp](0)),
0.5*(_grad_disp_y[_qp](2)+_grad_disp_z[_qp](1)),
0.5*(_grad_disp_z[_qp](0)+_grad_disp_x[_qp](2)) );
// Add in Isotropic Thermal Strain
if (_has_temp)
{
Real isotropic_strain = alpha * (_temp[_qp] - _t_ref);
strn.addDiag( -isotropic_strain );
_d_strain_dT.zero();
_d_strain_dT.addDiag( -alpha );
}
SymmTensor v_strain(0);
SymmTensor dv_strain_dT(0);
for (unsigned int i(0); i < _volumetric_models.size(); ++i)
{
_volumetric_models[i]->modifyStrain(_qp, 1, v_strain, dv_strain_dT);
}
SymmTensor strain( v_strain );
strain *= _dt;
strain += strn;
dv_strain_dT *= _dt;
_d_strain_dT += dv_strain_dT;
computeStress(strain, _stress[_qp]);
}
}
void
ReturnMappingModel::computeStress(const Elem & current_elem,
unsigned qp, const SymmElasticityTensor & elasticityTensor,
const SymmTensor & stress_old, SymmTensor & strain_increment,
SymmTensor & stress_new)
{
// Given the stretching, compute the stress increment and add it to the old stress. Also update the creep strain
// stress = stressOld + stressIncrement
if (_t_step == 0 && !_app.isRestarting())
return;
stress_new = elasticityTensor * strain_increment;
stress_new += stress_old;
SymmTensor inelastic_strain_increment;
computeStress(current_elem, qp, elasticityTensor, stress_old,
strain_increment, stress_new, inelastic_strain_increment);
}
//------------------------------------------------------------------------------
void PD_LPS_porosity_adrmc::calculateForces(const int id, const int i) {
const double theta_i = m_data(i, m_iTheta);
const double m_i = m_data(i, m_iMass);
const double a_i = m_data(i, m_iA);
const double b_i = m_data(i, m_iA);
vector<pair<int, vector<double>>> &PDconnections =
m_particles.pdConnections(id);
const int nConnections = PDconnections.size();
double dr0_ij[m_dim];
double dr_ij[m_dim];
_F.zeros();
double thetaNew = 0;
int nConnected = 0;
//----------------------------------
// TMP - standard stress calc from
// m_data(i, m_indexStress[0]) = 0;
// m_data(i, m_indexStress[1]) = 0;
// m_data(i, m_indexStress[2]) = 0;
//----------------------------------
for (int l_j = 0; l_j < nConnections; l_j++) {
auto &con = PDconnections[l_j];
if (con.second[m_iConnected] <= 0.5)
continue;
const int id_j = con.first;
const int j = m_idToCol_v[id_j];
const double m_j = m_data(j, m_iMass);
const double theta_j = m_data(j, m_iTheta);
const double vol_j = m_data(j, m_iVolume);
const double dr0 = con.second[m_iDr0];
const double volumeScaling = con.second[m_iVolumeScaling];
const double vol = vol_j * volumeScaling;
const double w = weightFunction(dr0);
const double a_j = m_data(j, m_iA);
const double b_j = m_data(j, m_iB);
double dr2 = 0;
for (int d = 0; d < m_dim; d++) {
dr0_ij[d] = m_r0(j, d) - m_r0(i, d);
dr_ij[d] = m_r(j, d) - m_r(i, d);
dr2 += dr_ij[d] * dr_ij[d];
}
const double dr = sqrt(dr2);
const double ds = dr - dr0;
double bond = (b_i * theta_i / m_i + b_j * theta_j / m_j) * dr0;
bond += (a_i / m_i + a_j / m_j) * ds;
bond *= w * vol / dr;
thetaNew += w * dr0 * ds * vol;
for (int d = 0; d < m_dim; d++) {
m_F(i, d) += dr_ij[d] * bond;
for (int d2 = 0; d2 < m_dim; d2++) {
_F(d, d2) += w * dr_ij[d] * dr0_ij[d2] * vol;
}
}
con.second[m_iStretch] = ds / dr0;
//----------------------------------
// TMP - standard stres calc from
// m_data(i, m_indexStress[0]) += 0.5*dr_ij[0]*dr_ij[0]*bond;
// m_data(i, m_indexStress[1]) += 0.5*dr_ij[1]*dr_ij[1]*bond;
// m_data(i, m_indexStress[2]) += 0.5*dr_ij[0]*dr_ij[1]*bond;
//----------------------------------
nConnected++;
}
if (nConnections <= 3) {
m_data(i, m_iThetaNew) = 0;
} else {
m_data(i, m_iThetaNew) = m_dim / m_i * thetaNew;
}
//----------------------------------
// TMP - standard stres calc from
//----------------------------------
// if(nConnected > 5) {
// computeStress(id, i, nConnected);
// }
computeStress(id, i, nConnected);
//--------------------
m_continueState = false;
}
glm::mat2 Stress::computeStress(Node*n){
glm::mat2 mat = computeStress(n);
// mat = lambda*glm::trace(mat)*glm::mat2(1.0f) + 2*mu*mat;
return mat;
}
void ConfiningStressTableModel::setWaterTableDepth(double depth)
{
m_waterTableDepth = depth;
computeStress();
}
