コード例 #1
0
ファイル: example.cpp プロジェクト: DevOpTester/IBAMR
void
beam_PK1_stress_function(TensorValue<double>& PP,
                         const TensorValue<double>& FF,
                         const libMesh::Point& /*X*/,
                         const libMesh::Point& s,
                         Elem* const /*elem*/,
                         const vector<NumericVector<double>*>& /*system_data*/,
                         double /*time*/,
                         void* /*ctx*/)
{
    const double r = sqrt((s(0) - 0.2) * (s(0) - 0.2) + (s(1) - 0.2) * (s(1) - 0.2));
    if (r > 0.05)
    {
        static const TensorValue<double> II(1.0, 0.0, 0.0, 0.0, 1.0, 0.0, 0.0, 0.0, 1.0);
        const TensorValue<double> CC = FF.transpose() * FF;
        const TensorValue<double> EE = 0.5 * (CC - II);
        const TensorValue<double> SS = lambda_s * EE.tr() * II + 2.0 * mu_s * EE;
        PP = FF * SS;
    }
    else
    {
        PP.zero();
    }
    return;
} // beam_PK1_stress_function
コード例 #2
0
ファイル: main.cpp プロジェクト: BijanZarif/IBAMR
void
upper_PK1_stress_function(
    TensorValue<double>& PP,
    const TensorValue<double>& FF,
    const libMesh::Point& /*X*/,
    const libMesh::Point& s,
    Elem* const /*elem*/,
    const vector<NumericVector<double>*>& /*system_data*/,
    double /*time*/,
    void* /*ctx*/)
{
    if (s(0) > 5.0 && s(0) < 10.0)
    {
        static const TensorValue<double> II(1.0,0.0,0.0,
                                            0.0,1.0,0.0,
                                            0.0,0.0,1.0);
        const TensorValue<double> CC = FF.transpose()*FF;
        const TensorValue<double> EE = 0.5*(CC - II);
        const TensorValue<double> SS = lambda_s*EE.tr()*II + 2.0*mu_s*EE;
        PP = FF*SS;
    }
    else
    {
        PP.zero();
    }
    return;
}// upper_PK1_stress_function
コード例 #3
0
ファイル: main.cpp プロジェクト: haowu80s/IBAMR
void
beam_PK1_dil_stress_function(TensorValue<double>& PP,
                             const TensorValue<double>& FF,
                             const libMesh::Point& /*X*/,
                             const libMesh::Point& /*s*/,
                             Elem* const /*elem*/,
                             const vector<NumericVector<double>*>& /*system_data*/,
                             double /*time*/,
                             void* /*ctx*/)
{
    double J = FF.det();
    J_dil_min = std::min(J, J_dil_min);
    J_dil_max = std::max(J, J_dil_max);
    PP.zero();
    if (!MathUtilities<double>::equalEps(beta_s, 0.0))
    {
        const TensorValue<double> FF_inv_trans = tensor_inverse_transpose(FF, NDIM);
        PP -= 2.0 * beta_s * log(FF.det()) * FF_inv_trans;
    }
    return;
} // beam_PK1_dil_stress_function