FixedCorotational.cpp

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#include "FixedCorotational.hpp"
 
#include <polyfem/autogen/auto_elasticity_rhs.hpp>
#include <polyfem/utils/svd.hpp>
 
namespace polyfem::assembler
{
    namespace
    {
        bool delta(int i, int j)
        {
            return (i == j) ? true : false;
        }
 
        template <int dim>
        Eigen::Matrix<double, dim, dim> hat(const Eigen::Matrix<double, dim, 1> &x)
        {
 
            Eigen::Matrix<double, dim, dim> prod;
            prod.setZero();
 
            prod(0, 1) = -x(2);
            prod(0, 2) = x(1);
            prod(1, 0) = x(2);
            prod(1, 2) = -x(0);
            prod(2, 0) = -x(1);
            prod(2, 1) = x(0);
 
            return prod;
        }
 
        template <int dim>
        Eigen::Matrix<double, dim, 1> cross(const Eigen::Matrix<double, dim, 1> &x, const Eigen::Matrix<double, dim, 1> &y)
        {
 
            Eigen::Matrix<double, dim, 1> z;
            z.setZero();
 
            z(0) = x(1) * y(2) - x(2) * y(1);
            z(1) = x(2) * y(0) - x(0) * y(2);
            z(2) = x(0) * y(1) - x(1) * y(0);
 
            return z;
        }
 
        template <int dim>
        Eigen::Matrix<double, dim, dim> computeCofactorMtr(Eigen::Matrix<double, dim, dim>& F)
        {
            Eigen::Matrix<double, dim, dim> A;
            A.setZero();
            if constexpr (dim == 2)
            {
                A(0, 0) = F(1, 1);
                A(0, 1) = -F(1, 0);
                A(1, 0) = -F(0, 1);
                A(1, 1) = F(0, 0);
            }
            else if constexpr (dim == 3)
            {
                A(0, 0) = F(1, 1) * F(2, 2) - F(1, 2) * F(2, 1);
                A(0, 1) = F(1, 2) * F(2, 0) - F(1, 0) * F(2, 2);
                A(0, 2) = F(1, 0) * F(2, 1) - F(1, 1) * F(2, 0);
                A(1, 0) = F(0, 2) * F(2, 1) - F(0, 1) * F(2, 2);
                A(1, 1) = F(0, 0) * F(2, 2) - F(0, 2) * F(2, 0);
                A(1, 2) = F(0, 1) * F(2, 0) - F(0, 0) * F(2, 1);
                A(2, 0) = F(0, 1) * F(1, 2) - F(0, 2) * F(1, 1);
                A(2, 1) = F(0, 2) * F(1, 0) - F(0, 0) * F(1, 2);
                A(2, 2) = F(0, 0) * F(1, 1) - F(0, 1) * F(1, 0);
            }
            return A;
        }
 
    } // namespace
 
    FixedCorotational::FixedCorotational()
    {
    }
    FixedCorotational::FixedCorotational() {…}
 
    void FixedCorotational::add_multimaterial(const int index, const json &params, const Units &units)
    {
        assert(size() == 2 || size() == 3);
 
        params_.add_multimaterial(index, params, size() == 3, units.stress());
    }
    void FixedCorotational::add_multimaterial(const int index, const json &params, const Units &units) {…}
 
    Eigen::VectorXd
    FixedCorotational::assemble_gradient(const NonLinearAssemblerData &data) const
    {
        Eigen::Matrix<double, Eigen::Dynamic, 1> gradient;
 
        if (size() == 2)
        {
            switch (data.vals.basis_values.size())
            {
            case 3:
            {
                gradient.resize(6);
                compute_energy_aux_gradient_fast<3, 2>(data, gradient);
                break;
            }
            case 6:
            {
                gradient.resize(12);
                compute_energy_aux_gradient_fast<6, 2>(data, gradient);
                break;
            }
            case 10:
            {
                gradient.resize(20);
                compute_energy_aux_gradient_fast<10, 2>(data, gradient);
                break;
            }
            default:
            {
                gradient.resize(data.vals.basis_values.size() * 2);
                compute_energy_aux_gradient_fast<Eigen::Dynamic, 2>(data, gradient);
                break;
            }
            }
        }
        else // if (size() == 3)
        {
            assert(size() == 3);
            switch (data.vals.basis_values.size())
            {
            case 4:
            {
                gradient.resize(12);
                compute_energy_aux_gradient_fast<4, 3>(data, gradient);
                break;
            }
            case 10:
            {
                gradient.resize(30);
                compute_energy_aux_gradient_fast<10, 3>(data, gradient);
                break;
            }
            case 20:
            {
                gradient.resize(60);
                compute_energy_aux_gradient_fast<20, 3>(data, gradient);
                break;
            }
            default:
            {
                gradient.resize(data.vals.basis_values.size() * 3);
                compute_energy_aux_gradient_fast<Eigen::Dynamic, 3>(data, gradient);
                break;
            }
            }
        }
 
        return gradient;
    }
    FixedCorotational::assemble_gradient(const NonLinearAssemblerData &data) const {…}
 
    Eigen::MatrixXd
    FixedCorotational::assemble_hessian(const NonLinearAssemblerData &data) const
    {
        Eigen::MatrixXd hessian;
 
        if (size() == 2)
        {
            switch (data.vals.basis_values.size())
            {
            case 3:
            {
                hessian.resize(6, 6);
                hessian.setZero();
                compute_energy_hessian_aux_fast<3, 2>(data, hessian);
                break;
            }
            case 6:
            {
                hessian.resize(12, 12);
                hessian.setZero();
                compute_energy_hessian_aux_fast<6, 2>(data, hessian);
                break;
            }
            case 10:
            {
                hessian.resize(20, 20);
                hessian.setZero();
                compute_energy_hessian_aux_fast<10, 2>(data, hessian);
                break;
            }
            default:
            {
                hessian.resize(data.vals.basis_values.size() * 2, data.vals.basis_values.size() * 2);
                hessian.setZero();
                compute_energy_hessian_aux_fast<Eigen::Dynamic, 2>(data, hessian);
                break;
            }
            }
        }
        else // if (size() == 3)
        {
            assert(size() == 3);
            switch (data.vals.basis_values.size())
            {
            case 4:
            {
                hessian.resize(12, 12);
                hessian.setZero();
                compute_energy_hessian_aux_fast<4, 3>(data, hessian);
                break;
            }
            case 10:
            {
                hessian.resize(30, 30);
                hessian.setZero();
                compute_energy_hessian_aux_fast<10, 3>(data, hessian);
                break;
            }
            case 20:
            {
                hessian.resize(60, 60);
                hessian.setZero();
                compute_energy_hessian_aux_fast<20, 3>(data, hessian);
                break;
            }
            default:
            {
                hessian.resize(data.vals.basis_values.size() * 3, data.vals.basis_values.size() * 3);
                hessian.setZero();
                compute_energy_hessian_aux_fast<Eigen::Dynamic, 3>(data, hessian);
                break;
            }
            }
        }
 
        return hessian;
    }
    FixedCorotational::assemble_hessian(const NonLinearAssemblerData &data) const {…}
 
    void FixedCorotational::assign_stress_tensor(const OutputData &data,
                                                    const int all_size,
                                                    const ElasticityTensorType &type,
                                                    Eigen::MatrixXd &all,
                                                    const std::function<Eigen::MatrixXd(const Eigen::MatrixXd &)> &fun) const
    {
        const auto &displacement = data.fun;
        const auto &local_pts = data.local_pts;
        const auto &bs = data.bs;
        const auto &gbs = data.gbs;
        const auto el_id = data.el_id;
        const auto t = data.t;
 
        Eigen::MatrixXd displacement_grad(size(), size());
 
        assert(displacement.cols() == 1);
 
        all.resize(local_pts.rows(), all_size);
 
        ElementAssemblyValues vals;
        vals.compute(el_id, size() == 3, local_pts, bs, gbs);
        const auto I = Eigen::MatrixXd::Identity(size(), size());
 
        for (long p = 0; p < local_pts.rows(); ++p)
        {
            compute_diplacement_grad(size(), bs, vals, local_pts, p, displacement, displacement_grad);
 
            const Eigen::MatrixXd def_grad = I + displacement_grad;
            if (type == ElasticityTensorType::F)
            {
                all.row(p) = fun(def_grad);
                continue;
            }
 
            double lambda, mu;
            params_.lambda_mu(local_pts.row(p), vals.val.row(p), t, vals.element_id, lambda, mu);
 
            Eigen::MatrixXd stress_tensor;
            if (size() == 2)
                stress_tensor = compute_stress_from_def_grad<2>(def_grad, lambda, mu) * def_grad.transpose() / def_grad.determinant();
            else
                stress_tensor = compute_stress_from_def_grad<3>(def_grad, lambda, mu) * def_grad.transpose() / def_grad.determinant();
            if (type == ElasticityTensorType::PK1)
                stress_tensor = pk1_from_cauchy(stress_tensor, def_grad);
            else if (type == ElasticityTensorType::PK2)
                stress_tensor = pk2_from_cauchy(stress_tensor, def_grad);
 
            all.row(p) = fun(stress_tensor);
        }
    }
    void FixedCorotational::assign_stress_tensor(const OutputData &data, {…}
 
    double FixedCorotational::compute_energy(const NonLinearAssemblerData &data) const
    {
        if (size() == 2)
            return compute_energy_aux<2>(data);
        else
            return compute_energy_aux<3>(data);
    }
    double FixedCorotational::compute_energy(const NonLinearAssemblerData &data) const {…}
 
    template <int dim>
    double FixedCorotational::compute_energy_aux(const NonLinearAssemblerData &data) const
    {
        Eigen::VectorXd local_disp;
        get_local_disp(data, dim, local_disp);
 
        Eigen::Matrix<double, dim, dim> def_grad;
 
        double energy = 0.0;
 
        const int n_pts = data.da.size();
        for (long p = 0; p < n_pts; ++p)
        {
            compute_disp_grad_at_quad(data, local_disp, p, dim, def_grad);
 
            // Id + grad d
            def_grad.diagonal().array() += 1.0;
 
            double lambda, mu;
            params_.lambda_mu(data.vals.quadrature.points.row(p), data.vals.val.row(p), data.t, data.vals.element_id, lambda, mu);
 
            const double val = compute_energy_from_def_grad(def_grad, lambda, mu);
 
            energy += val * data.da(p);
        }
        return energy;
    }
    double FixedCorotational::compute_energy_aux(const NonLinearAssemblerData &data) const {…}
 
    template <int n_basis, int dim>
    void FixedCorotational::compute_energy_aux_gradient_fast(const NonLinearAssemblerData &data, Eigen::Matrix<double, Eigen::Dynamic, 1> &G_flattened) const
    {
        assert(data.x.cols() == 1);
 
        const int n_pts = data.da.size();
 
        Eigen::Matrix<double, n_basis, dim> local_disp(data.vals.basis_values.size(), size());
        local_disp.setZero();
        for (size_t i = 0; i < data.vals.basis_values.size(); ++i)
        {
            const auto &bs = data.vals.basis_values[i];
            for (size_t ii = 0; ii < bs.global.size(); ++ii)
            {
                for (int d = 0; d < size(); ++d)
                {
                    local_disp(i, d) += bs.global[ii].val * data.x(bs.global[ii].index * size() + d);
                }
            }
        }
 
        Eigen::Matrix<double, dim, dim> def_grad(size(), size());
 
        Eigen::Matrix<double, n_basis, dim> G(data.vals.basis_values.size(), size());
        G.setZero();
 
        for (long p = 0; p < n_pts; ++p)
        {
            Eigen::Matrix<double, n_basis, dim> grad(data.vals.basis_values.size(), size());
 
            for (size_t i = 0; i < data.vals.basis_values.size(); ++i)
            {
                grad.row(i) = data.vals.basis_values[i].grad.row(p);
            }
 
            const Eigen::Matrix<double, dim, dim> jac_it = data.vals.jac_it[p];
            const Eigen::Matrix<double, n_basis, dim> delF_delU = grad * jac_it;
 
            // Id + grad d
            def_grad = local_disp.transpose() * delF_delU + Eigen::Matrix<double, dim, dim>::Identity(size(), size());
 
            double lambda, mu;
            params_.lambda_mu(data.vals.quadrature.points.row(p), data.vals.val.row(p), data.t, data.vals.element_id, lambda, mu);
 
            Eigen::Matrix<double, dim, dim> gradient_temp = compute_stress_from_def_grad(def_grad, lambda, mu);
 
            Eigen::Matrix<double, n_basis, dim> gradient = delF_delU * gradient_temp.transpose();
 
            G.noalias() += gradient * data.da(p);
        }
 
        Eigen::Matrix<double, dim, n_basis> G_T = G.transpose();
 
        constexpr int N = (n_basis == Eigen::Dynamic) ? Eigen::Dynamic : n_basis * dim;
        Eigen::Matrix<double, N, 1> temp(Eigen::Map<Eigen::Matrix<double, N, 1>>(G_T.data(), G_T.size()));
        G_flattened = temp;
    }
    void FixedCorotational::compute_energy_aux_gradient_fast(const NonLinearAssemblerData &data, Eigen::Matrix<double, Eigen::Dynamic, 1> &G_flattened) const {…}
 
    template <int n_basis, int dim>
    void FixedCorotational::compute_energy_hessian_aux_fast(const NonLinearAssemblerData &data, Eigen::MatrixXd &H) const
    {
        assert(data.x.cols() == 1);
 
        constexpr int N = (n_basis == Eigen::Dynamic) ? Eigen::Dynamic : n_basis * dim;
        const int n_pts = data.da.size();
 
        Eigen::Matrix<double, n_basis, dim> local_disp(data.vals.basis_values.size(), size());
        local_disp.setZero();
        for (size_t i = 0; i < data.vals.basis_values.size(); ++i)
        {
            const auto &bs = data.vals.basis_values[i];
            for (size_t ii = 0; ii < bs.global.size(); ++ii)
            {
                for (int d = 0; d < size(); ++d)
                {
                    local_disp(i, d) += bs.global[ii].val * data.x(bs.global[ii].index * size() + d);
                }
            }
        }
 
        Eigen::Matrix<double, dim, dim> def_grad(size(), size());
 
        for (long p = 0; p < n_pts; ++p)
        {
            Eigen::Matrix<double, n_basis, dim> grad(data.vals.basis_values.size(), size());
 
            for (size_t i = 0; i < data.vals.basis_values.size(); ++i)
            {
                grad.row(i) = data.vals.basis_values[i].grad.row(p);
            }
 
            Eigen::Matrix<double, dim, dim> jac_it = data.vals.jac_it[p];
            const Eigen::Matrix<double, n_basis, dim> delF_delU = grad * jac_it;
 
            // Id + grad d
            def_grad = local_disp.transpose() * delF_delU + Eigen::Matrix<double, dim, dim>::Identity(size(), size());
 
            double lambda, mu;
            params_.lambda_mu(data.vals.quadrature.points.row(p), data.vals.val.row(p), data.t, data.vals.element_id, lambda, mu);
 
            Eigen::Matrix<double, dim * dim, dim * dim> hessian_temp = compute_stiffness_from_def_grad(def_grad, lambda, mu);
 
            Eigen::Matrix<double, dim * dim, N> delF_delU_tensor = Eigen::Matrix<double, dim * dim, N>::Zero(jac_it.size(), grad.size());
 
            for (size_t i = 0; i < local_disp.rows(); ++i)
            {
                for (size_t j = 0; j < dim; ++j)
                    for (size_t k = 0; k < dim; ++k)
                        delF_delU_tensor(dim * k + j, i * dim + j) = delF_delU(i, k);
            }
 
            Eigen::Matrix<double, N, N> hessian = delF_delU_tensor.transpose() * hessian_temp * delF_delU_tensor;
 
            H += hessian * data.da(p);
        }
    }
    void FixedCorotational::compute_energy_hessian_aux_fast(const NonLinearAssemblerData &data, Eigen::MatrixXd &H) const {…}
 
    void FixedCorotational::compute_stress_grad_multiply_mat(
        const OptAssemblerData &data,
        const Eigen::MatrixXd &mat,
        Eigen::MatrixXd &stress,
        Eigen::MatrixXd &result) const
    {
        const double t = data.t;
        const int el_id = data.el_id;
        const Eigen::MatrixXd &local_pts = data.local_pts;
        const Eigen::MatrixXd &global_pts = data.global_pts;
        const Eigen::MatrixXd &grad_u_i = data.grad_u_i;
 
        double lambda, mu;
        params_.lambda_mu(local_pts, global_pts, t, el_id, lambda, mu);
 
        const Eigen::MatrixXd def_grad = Eigen::MatrixXd::Identity(grad_u_i.rows(), grad_u_i.cols()) + grad_u_i;
        if (size() == 2)
        {
            stress = compute_stress_from_def_grad<2>(def_grad, lambda, mu);
            result = (compute_stiffness_from_def_grad<2>(def_grad, lambda, mu) * mat.reshaped(size() * size(), 1)).reshaped(size(), size());
        }
        else
        {
            stress = compute_stress_from_def_grad<3>(def_grad, lambda, mu);
            result = (compute_stiffness_from_def_grad<3>(def_grad, lambda, mu) * mat.reshaped(size() * size(), 1)).reshaped(size(), size());
        }
    }
    void FixedCorotational::compute_stress_grad_multiply_mat( {…}
 
    void FixedCorotational::compute_stress_grad_multiply_stress(
        const OptAssemblerData &data,
        Eigen::MatrixXd &stress,
        Eigen::MatrixXd &result) const
    {
        const double t = data.t;
        const int el_id = data.el_id;
        const Eigen::MatrixXd &local_pts = data.local_pts;
        const Eigen::MatrixXd &global_pts = data.global_pts;
        const Eigen::MatrixXd &grad_u_i = data.grad_u_i;
 
        double lambda, mu;
        params_.lambda_mu(local_pts, global_pts, t, el_id, lambda, mu);
 
        Eigen::MatrixXd def_grad = Eigen::MatrixXd::Identity(grad_u_i.rows(), grad_u_i.cols()) + grad_u_i;
        if (size() == 2)
        {
            stress = compute_stress_from_def_grad<2>(def_grad, lambda, mu);
            result = (compute_stiffness_from_def_grad<2>(def_grad, lambda, mu) * stress.reshaped(size() * size(), 1)).reshaped(size(), size());
        }
        else
        {
            stress = compute_stress_from_def_grad<3>(def_grad, lambda, mu);
            result = (compute_stiffness_from_def_grad<3>(def_grad, lambda, mu) * stress.reshaped(size() * size(), 1)).reshaped(size(), size());
        }
    }
    void FixedCorotational::compute_stress_grad_multiply_stress( {…}
 
    void FixedCorotational::compute_dstress_dmu_dlambda(
        const OptAssemblerData &data,
        Eigen::MatrixXd &dstress_dmu,
        Eigen::MatrixXd &dstress_dlambda) const
    {
        const double t = data.t;
        const int el_id = data.el_id;
        const Eigen::MatrixXd &local_pts = data.local_pts;
        const Eigen::MatrixXd &global_pts = data.global_pts;
        const Eigen::MatrixXd &grad_u_i = data.grad_u_i;
 
        const Eigen::MatrixXd def_grad = Eigen::MatrixXd::Identity(size(), size()) + grad_u_i;
 
        Eigen::MatrixXd UVT;
        Eigen::VectorXd sigmas;
        {
            if (size() == 2)
            {
                utils::AutoFlipSVD<Eigen::Matrix<double, 2, 2>> svd(def_grad, Eigen::ComputeFullU | Eigen::ComputeFullV);
                sigmas = svd.singularValues();
                UVT = svd.matrixU() * svd.matrixV().transpose();
            }
            else
            {
                utils::AutoFlipSVD<Eigen::Matrix<double, 3, 3>> svd(def_grad, Eigen::ComputeFullU | Eigen::ComputeFullV);
                sigmas = svd.singularValues();
                UVT = svd.matrixU() * svd.matrixV().transpose();
            }
        }
 
        Eigen::MatrixXd delJ_delF(size(), size());
        delJ_delF.setZero();
 
        if (size() == 2)
        {
            delJ_delF(0, 0) = def_grad(1, 1);
            delJ_delF(0, 1) = -def_grad(1, 0);
            delJ_delF(1, 0) = -def_grad(0, 1);
            delJ_delF(1, 1) = def_grad(0, 0);
        }
        else if (size() == 3)
        {
            const Eigen::Matrix<double, 3, 1> u = def_grad.col(0);
            const Eigen::Matrix<double, 3, 1> v = def_grad.col(1);
            const Eigen::Matrix<double, 3, 1> w = def_grad.col(2);
 
            delJ_delF.col(0) = cross<3>(v, w);
            delJ_delF.col(1) = cross<3>(w, u);
            delJ_delF.col(2) = cross<3>(u, v);
        }
 
        dstress_dmu = 2 * (def_grad - UVT);
        dstress_dlambda = (sigmas.prod() - 1) * delJ_delF;
    }
    void FixedCorotational::compute_dstress_dmu_dlambda( {…}
 
    std::map<std::string, Assembler::ParamFunc> FixedCorotational::parameters() const
    {
        std::map<std::string, ParamFunc> res;
        const auto &params = params_;
        const int size = this->size();
 
        res["lambda"] = [&params](const RowVectorNd &uv, const RowVectorNd &p, double t, int e) {
            double lambda, mu;
 
            params.lambda_mu(uv, p, t, e, lambda, mu);
            return lambda;
        };
 
        res["mu"] = [&params](const RowVectorNd &uv, const RowVectorNd &p, double t, int e) {
            double lambda, mu;
 
            params.lambda_mu(uv, p, t, e, lambda, mu);
            return mu;
        };
 
        res["E"] = [&params, size](const RowVectorNd &uv, const RowVectorNd &p, double t, int e) {
            double lambda, mu;
            params.lambda_mu(uv, p, t, e, lambda, mu);
 
            if (size == 3)
                return mu * (3.0 * lambda + 2.0 * mu) / (lambda + mu);
            else
                return 2 * mu * (2.0 * lambda + 2.0 * mu) / (lambda + 2.0 * mu);
        };
 
        res["nu"] = [&params, size](const RowVectorNd &uv, const RowVectorNd &p, double t, int e) {
            double lambda, mu;
 
            params.lambda_mu(uv, p, t, e, lambda, mu);
 
            if (size == 3)
                return lambda / (2.0 * (lambda + mu));
            else
                return lambda / (lambda + 2.0 * mu);
        };
 
        return res;
    }
    std::map<std::string, Assembler::ParamFunc> FixedCorotational::parameters() const {…}
    
    template <int dim>
    double FixedCorotational::compute_energy_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu)
    {
        const double sigmam12Sum = (sigmas - Eigen::Matrix<double, dim, 1>::Ones()).squaredNorm();
        const double sigmaProdm1 = sigmas.prod() - 1.0;
 
        return mu * sigmam12Sum + lambda / 2.0 * sigmaProdm1 * sigmaProdm1;
    }
    double FixedCorotational::compute_energy_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu) {…}
    
    template <int dim>
    Eigen::Vector<double, dim> FixedCorotational::compute_stress_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu)
    {
        const double sigmaProdm1lambda = lambda * (sigmas.prod() - 1.0);
        Eigen::Matrix<double, dim, 1> sigmaProd_noI;
        if constexpr (dim == 2) {
            sigmaProd_noI[0] = sigmas[1];
            sigmaProd_noI[1] = sigmas[0];
        }
        else {
            sigmaProd_noI[0] = sigmas[1] * sigmas[2];
            sigmaProd_noI[1] = sigmas[2] * sigmas[0];
            sigmaProd_noI[2] = sigmas[0] * sigmas[1];
        }
 
        const double _2mu = mu * 2;
        Eigen::Vector<double, dim> dE_div_dsigma;
        dE_div_dsigma.setZero();
        dE_div_dsigma[0] = (_2mu * (sigmas[0] - 1.0) + sigmaProd_noI[0] * sigmaProdm1lambda);
        dE_div_dsigma[1] = (_2mu * (sigmas[1] - 1.0) + sigmaProd_noI[1] * sigmaProdm1lambda);
        if constexpr (dim == 3) {
            dE_div_dsigma[2] = (_2mu * (sigmas[2] - 1.0) + sigmaProd_noI[2] * sigmaProdm1lambda);
        }
        return dE_div_dsigma;
    }
    Eigen::Vector<double, dim> FixedCorotational::compute_stress_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu) {…}
    
    template <int dim>
    Eigen::Matrix<double, dim, dim> FixedCorotational::compute_stiffness_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu)
    {
        const double sigmaProd = sigmas.prod();
        Eigen::Matrix<double, dim, 1> sigmaProd_noI;
        if constexpr (dim == 2) {
            sigmaProd_noI[0] = sigmas[1];
            sigmaProd_noI[1] = sigmas[0];
        }
        else {
            sigmaProd_noI[0] = sigmas[1] * sigmas[2];
            sigmaProd_noI[1] = sigmas[2] * sigmas[0];
            sigmaProd_noI[2] = sigmas[0] * sigmas[1];
        }
 
        double _2mu = mu * 2;
        Eigen::Matrix<double, dim, dim> d2E_div_dsigma2;
        d2E_div_dsigma2.setZero();
        d2E_div_dsigma2(0, 0) = _2mu + lambda * sigmaProd_noI[0] * sigmaProd_noI[0];
        d2E_div_dsigma2(1, 1) = _2mu + lambda * sigmaProd_noI[1] * sigmaProd_noI[1];
        if constexpr (dim == 3) {
            d2E_div_dsigma2(2, 2) = _2mu + lambda * sigmaProd_noI[2] * sigmaProd_noI[2];
        }
 
        if constexpr (dim == 2) {
            d2E_div_dsigma2(0, 1) = d2E_div_dsigma2(1, 0) = lambda * ((sigmaProd - 1.0) + sigmaProd_noI[0] * sigmaProd_noI[1]);
        }
        else {
            d2E_div_dsigma2(0, 1) = d2E_div_dsigma2(1, 0) = lambda * (sigmas[2] * (sigmaProd - 1.0) + sigmaProd_noI[0] * sigmaProd_noI[1]);
            d2E_div_dsigma2(0, 2) = d2E_div_dsigma2(2, 0) = lambda * (sigmas[1] * (sigmaProd - 1.0) + sigmaProd_noI[0] * sigmaProd_noI[2]);
            d2E_div_dsigma2(2, 1) = d2E_div_dsigma2(1, 2) = lambda * (sigmas[0] * (sigmaProd - 1.0) + sigmaProd_noI[2] * sigmaProd_noI[1]);
        }
 
        return d2E_div_dsigma2;
    }
    Eigen::Matrix<double, dim, dim> FixedCorotational::compute_stiffness_from_singular_values(const Eigen::Vector<double, dim> &sigmas, const double lambda, const double mu) {…}
 
    template <int dim>
    double FixedCorotational::compute_energy_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu)
    {
        const Eigen::Vector<double, dim> sigmas = utils::singular_values<dim>(F);
        return compute_energy_from_singular_values(sigmas, lambda, mu);
    }
    double FixedCorotational::compute_energy_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu) {…}
 
    template <int dim>
    Eigen::Matrix<double, dim, dim> FixedCorotational::compute_stress_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu)
    {
        utils::AutoFlipSVD<Eigen::Matrix<double, dim, dim>> svd(F, Eigen::ComputeFullU | Eigen::ComputeFullV);
        const Eigen::Vector<double, dim> sigmas = svd.singularValues();
 
        Eigen::Matrix<double, dim, dim> delJ_delF(dim, dim);
        delJ_delF.setZero();
 
        if (dim == 2)
        {
            delJ_delF(0, 0) = F(1, 1);
            delJ_delF(0, 1) = -F(1, 0);
            delJ_delF(1, 0) = -F(0, 1);
            delJ_delF(1, 1) = F(0, 0);
        }
        else if (dim == 3)
        {
            const Eigen::Matrix<double, dim, 1> u = F.col(0);
            const Eigen::Matrix<double, dim, 1> v = F.col(1);
            const Eigen::Matrix<double, dim, 1> w = F.col(2);
 
            delJ_delF.col(0) = cross<dim>(v, w);
            delJ_delF.col(1) = cross<dim>(w, u);
            delJ_delF.col(2) = cross<dim>(u, v);
        }
 
        return lambda * (sigmas.prod() - 1) * delJ_delF + mu * 2 * (F - svd.matrixU() * svd.matrixV().transpose());
    }
    Eigen::Matrix<double, dim, dim> FixedCorotational::compute_stress_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu) {…}
 
    template <int dim>
    Eigen::Matrix<double, dim*dim, dim*dim> FixedCorotational::compute_stiffness_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu)
    {
        utils::AutoFlipSVD<Eigen::Matrix<double, dim, dim>> svd(F, Eigen::ComputeFullU | Eigen::ComputeFullV);
        const Eigen::Vector<double, dim> sigmas = svd.singularValues();
        Eigen::Matrix<double, dim, 1> dE_div_dsigma = compute_stress_from_singular_values(sigmas, lambda, mu);
        Eigen::Matrix<double, dim, dim> d2E_div_dsigma2 = compute_stiffness_from_singular_values(sigmas, lambda, mu);
 
        constexpr int Cdim2 = dim * (dim - 1) / 2;
        Eigen::Matrix<double, Cdim2, 1> BLeftCoef;
        BLeftCoef.setZero();
        {
            const double tmp = lambda / 2.0 * (sigmas.prod() - 1);
            if constexpr (dim == 2) {
                BLeftCoef[0] = mu - tmp;
            }
            else {
                BLeftCoef[0] = mu - tmp * sigmas[2];
                BLeftCoef[1] = mu - tmp * sigmas[0];
                BLeftCoef[2] = mu - tmp * sigmas[1];
            }
        }
        Eigen::Matrix2d B[Cdim2];
        for (int cI = 0; cI < Cdim2; cI++) {
            B[cI].setZero();
            int cI_post = (cI + 1) % dim;
 
            double rightCoef = dE_div_dsigma[cI] + dE_div_dsigma[cI_post];
            double sum_sigma = sigmas[cI] + sigmas[cI_post];
            rightCoef /= 2.0 * std::max(sum_sigma, 1.0e-12);
 
            const double& leftCoef = BLeftCoef[cI];
            B[cI](0, 0) = B[cI](1, 1) = leftCoef + rightCoef;
            B[cI](0, 1) = B[cI](1, 0) = leftCoef - rightCoef;
        }
 
        // compute M using A(d2E_div_dsigma2) and B
        Eigen::Matrix<double, dim * dim, dim * dim> M;
        M.setZero();
        if constexpr (dim == 2) {
            M(0, 0) = d2E_div_dsigma2(0, 0);
            M(0, 3) = d2E_div_dsigma2(0, 1);
            M.block(1, 1, 2, 2) = B[0];
            M(3, 0) = d2E_div_dsigma2(1, 0);
            M(3, 3) = d2E_div_dsigma2(1, 1);
        }
        else {
            // A
            M(0, 0) = d2E_div_dsigma2(0, 0);
            M(0, 4) = d2E_div_dsigma2(0, 1);
            M(0, 8) = d2E_div_dsigma2(0, 2);
            M(4, 0) = d2E_div_dsigma2(1, 0);
            M(4, 4) = d2E_div_dsigma2(1, 1);
            M(4, 8) = d2E_div_dsigma2(1, 2);
            M(8, 0) = d2E_div_dsigma2(2, 0);
            M(8, 4) = d2E_div_dsigma2(2, 1);
            M(8, 8) = d2E_div_dsigma2(2, 2);
            // B01
            M(1, 1) = B[0](0, 0);
            M(1, 3) = B[0](0, 1);
            M(3, 1) = B[0](1, 0);
            M(3, 3) = B[0](1, 1);
            // B12
            M(5, 5) = B[1](0, 0);
            M(5, 7) = B[1](0, 1);
            M(7, 5) = B[1](1, 0);
            M(7, 7) = B[1](1, 1);
            // B20
            M(2, 2) = B[2](1, 1);
            M(2, 6) = B[2](1, 0);
            M(6, 2) = B[2](0, 1);
            M(6, 6) = B[2](0, 0);
        }
 
        // compute hessian
        Eigen::Matrix<double, dim*dim, dim*dim> hessian;
        hessian.setZero();
        const Eigen::Matrix<double, dim, dim>& U = svd.matrixU();
        const Eigen::Matrix<double, dim, dim>& V = svd.matrixV();
        for (int i = 0; i < dim; i++) {
            // int _dim_i = i * dim;
            for (int j = 0; j < dim; j++) {
                int ij = i + j * dim;
                for (int r = 0; r < dim; r++) {
                    // int _dim_r = r * dim;
                    for (int s = 0; s < dim; s++) {
                        int rs = r + s * dim;
                        if (ij > rs) {
                            // bottom left, same as upper right
                            continue;
                        }
 
                        if constexpr (dim == 2) {
                            hessian(ij, rs) = M(0, 0) * U(i, 0) * V(j, 0) * U(r, 0) * V(s, 0) + M(0, 3) * U(i, 0) * V(j, 0) * U(r, 1) * V(s, 1) + M(1, 1) * U(i, 0) * V(j, 1) * U(r, 0) * V(s, 1) + M(1, 2) * U(i, 0) * V(j, 1) * U(r, 1) * V(s, 0) + M(2, 1) * U(i, 1) * V(j, 0) * U(r, 0) * V(s, 1) + M(2, 2) * U(i, 1) * V(j, 0) * U(r, 1) * V(s, 0) + M(3, 0) * U(i, 1) * V(j, 1) * U(r, 0) * V(s, 0) + M(3, 3) * U(i, 1) * V(j, 1) * U(r, 1) * V(s, 1);
                        }
                        else {
                            hessian(ij, rs) = M(0, 0) * U(i, 0) * V(j, 0) * U(r, 0) * V(s, 0) + M(0, 4) * U(i, 0) * V(j, 0) * U(r, 1) * V(s, 1) + M(0, 8) * U(i, 0) * V(j, 0) * U(r, 2) * V(s, 2) + M(4, 0) * U(i, 1) * V(j, 1) * U(r, 0) * V(s, 0) + M(4, 4) * U(i, 1) * V(j, 1) * U(r, 1) * V(s, 1) + M(4, 8) * U(i, 1) * V(j, 1) * U(r, 2) * V(s, 2) + M(8, 0) * U(i, 2) * V(j, 2) * U(r, 0) * V(s, 0) + M(8, 4) * U(i, 2) * V(j, 2) * U(r, 1) * V(s, 1) + M(8, 8) * U(i, 2) * V(j, 2) * U(r, 2) * V(s, 2) + M(1, 1) * U(i, 0) * V(j, 1) * U(r, 0) * V(s, 1) + M(1, 3) * U(i, 0) * V(j, 1) * U(r, 1) * V(s, 0) + M(3, 1) * U(i, 1) * V(j, 0) * U(r, 0) * V(s, 1) + M(3, 3) * U(i, 1) * V(j, 0) * U(r, 1) * V(s, 0) + M(5, 5) * U(i, 1) * V(j, 2) * U(r, 1) * V(s, 2) + M(5, 7) * U(i, 1) * V(j, 2) * U(r, 2) * V(s, 1) + M(7, 5) * U(i, 2) * V(j, 1) * U(r, 1) * V(s, 2) + M(7, 7) * U(i, 2) * V(j, 1) * U(r, 2) * V(s, 1) + M(2, 2) * U(i, 0) * V(j, 2) * U(r, 0) * V(s, 2) + M(2, 6) * U(i, 0) * V(j, 2) * U(r, 2) * V(s, 0) + M(6, 2) * U(i, 2) * V(j, 0) * U(r, 0) * V(s, 2) + M(6, 6) * U(i, 2) * V(j, 0) * U(r, 2) * V(s, 0);
                        }
 
                        if (ij < rs)
                            hessian(rs, ij) = hessian(ij, rs);
                    }
                }
            }
        }
 
        return hessian;
    }
    Eigen::Matrix<double, dim*dim, dim*dim> FixedCorotational::compute_stiffness_from_def_grad(const Eigen::Matrix<double, dim, dim> &F, const double lambda, const double mu) {…}
} // namespace polyfem::assembler