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  • #ifndef COSSERAT_ENERGY_LOCAL_STIFFNESS_HH
    #define COSSERAT_ENERGY_LOCAL_STIFFNESS_HH
    
    #include <dune/common/fmatrix.hh>
    
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    #include <dune/common/parametertree.hh>
    
    #include <dune/geometry/quadraturerules.hh>
    
    #include <dune/fufem/functions/virtualgridfunction.hh>
    
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    #include <dune/fufem/boundarypatch.hh>
    
    #include "localgeodesicfestiffness.hh"
    #include "localgeodesicfefunction.hh"
    
    #include <dune/gfe/rigidbodymotion.hh>
    
    template<class GridView, class LocalFiniteElement, int dim>
    
    class CosseratEnergyLocalStiffness 
    
        : public LocalGeodesicFEStiffness<GridView,LocalFiniteElement,RigidBodyMotion<double,dim> >
    
    {
        // grid types
        typedef typename GridView::Grid::ctype DT;
    
        typedef RigidBodyMotion<double,dim> TargetSpace;
    
        typedef typename TargetSpace::ctype RT;
        typedef typename GridView::template Codim<0>::Entity Entity;
        
        // some other sizes
        enum {gridDim=GridView::dimension};
    
        
        
        /** \brief Compute the symmetric part of a matrix A, i.e. \f$ \frac 12 (A + A^T) \f$ */
        static Dune::FieldMatrix<double,dim,dim> sym(const Dune::FieldMatrix<double,dim,dim>& A)
        {
            Dune::FieldMatrix<double,dim,dim> result;
            for (int i=0; i<dim; i++)
                for (int j=0; j<dim; j++)
                    result[i][j] = 0.5 * (A[i][j] + A[j][i]);
            return result;
        }
    
        /** \brief Compute the antisymmetric part of a matrix A, i.e. \f$ \frac 12 (A - A^T) \f$ */
        static Dune::FieldMatrix<double,dim,dim> skew(const Dune::FieldMatrix<double,dim,dim>& A)
        {
            Dune::FieldMatrix<double,dim,dim> result;
            for (int i=0; i<dim; i++)
                for (int j=0; j<dim; j++)
                    result[i][j] = 0.5 * (A[i][j] - A[j][i]);
            return result;
        }
        
        /** \brief Return the square of the trace of a matrix */
    
        template <int N>
        static double traceSquared(const Dune::FieldMatrix<double,N,N>& A)
    
                trace += A[i][i];
            return trace*trace;
        }
    
        /** \brief Compute the (row-wise) curl of a matrix R \f$ 
            \param DR The partial derivatives of the matrix R
         */
        static Dune::FieldMatrix<double,dim,dim> curl(const Tensor3<double,dim,dim,dim>& DR)
        {
            Dune::FieldMatrix<double,dim,dim> result;
            
            for (int i=0; i<dim; i++) {
                result[i][0] = DR[i][2][1] - DR[i][1][2];
                result[i][1] = DR[i][0][2] - DR[i][2][0];
                result[i][2] = DR[i][1][0] - DR[i][0][1];
            }
                
            return result;
        }
    
    
    public:  // for testing
        /** \brief Compute the derivative of the rotation, but wrt matrix coordinates */
    
        static void computeDR(const RigidBodyMotion<double,3>& value, 
    
                              const Dune::FieldMatrix<double,7,gridDim>& derivative,
                              Tensor3<double,3,3,3>& DR)
        {
    
            // The LocalGFEFunction class gives us the derivatives of the orientation variable,
            // but as a map into quaternion space.  To obtain matrix coordinates we use the
            // chain rule, which means that we have to multiply the given derivative with
            // the derivative of the embedding of the unit quaternion into the space of 3x3 matrices.
            // This second derivative is almost given by the method getFirstDerivativesOfDirectors.
            // However, since the directors of a given unit quaternion are the _columns_ of the
    
            // corresponding orthogonal matrix, we need to invert the i and j indices
    
            // So, if I am not mistaken, DR[i][j][k] contains \partial R_ij / \partial k
    
            Tensor3<double,3 , 3, 4> dd_dq;
            value.q.getFirstDerivativesOfDirectors(dd_dq);
            
            DR = 0;
            for (int i=0; i<3; i++)
                for (int j=0; j<3; j++)
                    for (int k=0; k<gridDim; k++)
                        for (int l=0; l<4; l++)
    
                            DR[i][j][k] += dd_dq[j][i][l] * derivative[l+3][k];
    
        /** \brief Constructor with a set of material parameters
         * \param parameters The material parameters
         */
    
        CosseratEnergyLocalStiffness(const Dune::ParameterTree& parameters,
                                     const BoundaryPatch<GridView>* neumannBoundary,
                                     const Dune::VirtualFunction<Dune::FieldVector<double,gridDim>, Dune::FieldVector<double,3> >* neumannFunction)
        : neumannBoundary_(neumannBoundary),
          neumannFunction_(neumannFunction)
    
        {
            // The shell thickness
            thickness_ = parameters.template get<double>("thickness");
        
            // Lame constants
            mu_ = parameters.template get<double>("mu");
            lambda_ = parameters.template get<double>("lambda");
    
            // Cosserat couple modulus, preferably 0
            mu_c_ = parameters.template get<double>("mu_c");
        
            // Length scale parameter
            L_c_ = parameters.template get<double>("L_c");
        
            // Curvature exponent
            q_ = parameters.template get<double>("q");
    
            
            // Shear correction factor
            kappa_ = parameters.template get<double>("kappa");
    
    
        /** \brief Assemble the energy for a single element */
        RT energy (const Entity& e,
    
                   const LocalFiniteElement& localFiniteElement,
                   const std::vector<TargetSpace>& localSolution) const;
    
    
        /** \brief The energy \f$ W_{mp}(\overline{U}) \f$, as written in
         * the first equation of (4.4) in Neff's paper
         */
    
        RT quadraticMembraneEnergy(const Dune::FieldMatrix<double,3,3>& U) const
        {
            Dune::FieldMatrix<double,3,3> UMinus1 = U;
            for (int i=0; i<dim; i++)
                UMinus1[i][i] -= 1;
            
            return mu_ * sym(UMinus1).frobenius_norm2()
                    + mu_c_ * skew(UMinus1).frobenius_norm2()
                    + (mu_*lambda_)/(2*mu_ + lambda_) * traceSquared(sym(UMinus1));
        }
    
    
        /** \brief The energy \f$ W_{mp}(\overline{U}) \f$, as written in
         * the second equation of (4.4) in Neff's paper
         */
        RT longQuadraticMembraneEnergy(const Dune::FieldMatrix<double,3,3>& U) const
        {
            RT result = 0;
            
            // shear-stretch energy
            Dune::FieldMatrix<double,dim-1,dim-1> sym2x2;
            for (int i=0; i<dim-1; i++)
                for (int j=0; j<dim-1; j++)
                    sym2x2[i][j] = 0.5 * (U[i][j] + U[j][i]);
    
            result += mu_ * sym2x2.frobenius_norm2();
            
            // first order drill energy
            Dune::FieldMatrix<double,dim-1,dim-1> skew2x2;
            for (int i=0; i<dim-1; i++)
                for (int j=0; j<dim-1; j++)
                    skew2x2[i][j] = 0.5 * (U[i][j] - U[j][i]);
    
            result += mu_c_ * skew2x2.frobenius_norm2();
            
            
            // classical transverse shear energy
            result += kappa_ * (mu_ + mu_c_)/2 * (U[2][0]*U[2][0] + U[2][1]*U[2][1]);
            
            // elongational stretch energy
            result += mu_*lambda_ / (2*mu_ + lambda_) * traceSquared(sym2x2);
            
            return result;
        }
    
    
        RT curvatureEnergy(const Tensor3<double,3,3,3>& DR) const
        {
    
            return mu_ * std::pow(L_c_ * curl(DR).frobenius_norm(),q_);
    
        }
    
        RT bendingEnergy(const Dune::FieldMatrix<double,dim,dim>& R, const Tensor3<double,3,3,3>& DR) const
        {
            // The derivative of the third director
            /** \brief There is no real need to have DR3 as a separate object */
            Dune::FieldMatrix<double,3,3> DR3;
            for (int i=0; i<3; i++)
                for (int j=0; j<3; j++)
                    DR3[i][j] = DR[i][2][j];
                
            // left-multiply with R^T
            Dune::FieldMatrix<double,3,3> RT_DR3;
            for (int i=0; i<3; i++)
                for (int j=0; j<3; j++) {
                    RT_DR3[i][j] = 0;
                    for (int k=0; k<3; k++)
                        RT_DR3[i][j] += R[k][i] * DR3[k][j];
                }
                    
                
                
    
            return mu_ * sym(RT_DR3).frobenius_norm2()
                   + mu_c_ * skew(RT_DR3).frobenius_norm2()
    
                   /** \todo Is this sym correct?  It is in the paper, but not in the notes */
                   + mu_*lambda_/(2*mu_+lambda_) * traceSquared(sym(RT_DR3));
    
        }
    
        /** \brief The shell thickness */
        double thickness_;
        
        /** \brief Lame constants */
        double mu_, lambda_;
    
        /** \brief Cosserat couple modulus, preferably 0 */
        double mu_c_;
        
        /** \brief Length scale parameter */
        double L_c_;
        
        /** \brief Curvature exponent */
        double q_;
    
    
        /** \brief Shear correction factor */
        double kappa_;
    
        /** \brief The Neumann boundary */
        const BoundaryPatch<GridView>* neumannBoundary_;
    
        /** \brief The function implementing the Neumann data */
        const Dune::VirtualFunction<Dune::FieldVector<double,gridDim>, Dune::FieldVector<double,3> >* neumannFunction_;
    
    template <class GridView, class LocalFiniteElement, int dim>
    typename CosseratEnergyLocalStiffness<GridView,LocalFiniteElement,dim>::RT
    CosseratEnergyLocalStiffness<GridView,LocalFiniteElement,dim>::
    
    energy(const Entity& element,
    
           const LocalFiniteElement& localFiniteElement,
    
           const std::vector<RigidBodyMotion<double,dim> >& localSolution) const
    
        LocalGeodesicFEFunction<gridDim, double, LocalFiniteElement, TargetSpace> localGeodesicFEFunction(localFiniteElement,
                                                                                                          localSolution);
    
        int quadOrder = (element.type().isSimplex()) ? localFiniteElement.localBasis().order()
                                                     : localFiniteElement.localBasis().order() * gridDim;
    
    
        const Dune::QuadratureRule<double, gridDim>& quad 
            = Dune::QuadratureRules<double, gridDim>::rule(element.type(), quadOrder);
        
        for (size_t pt=0; pt<quad.size(); pt++) {
            
            // Local position of the quadrature point
            const Dune::FieldVector<double,gridDim>& quadPos = quad[pt].position();
            
            const double integrationElement = element.geometry().integrationElement(quadPos);
    
            const Dune::FieldMatrix<double,gridDim,gridDim>& jacobianInverseTransposed = element.geometry().jacobianInverseTransposed(quadPos);
            
            double weight = quad[pt].weight() * integrationElement;
    
            RigidBodyMotion<double,dim> value = localGeodesicFEFunction.evaluate(quadPos);
    
    
            // The derivative of the local function defined on the reference element
    
            Dune::FieldMatrix<double, TargetSpace::EmbeddedTangentVector::dimension, gridDim> referenceDerivative = localGeodesicFEFunction.evaluateDerivative(quadPos);
    
    
            // The derivative of the function defined on the actual element
    
            Dune::FieldMatrix<double, TargetSpace::EmbeddedTangentVector::dimension, gridDim> derivative(0);
    
    
            for (size_t comp=0; comp<referenceDerivative.N(); comp++)
                jacobianInverseTransposed.umv(referenceDerivative[comp], derivative[comp]);
    
            
            /////////////////////////////////////////////////////////
            // compute U, the Cosserat strain
            /////////////////////////////////////////////////////////
    
            dune_static_assert(dim>=gridDim, "Codim of the grid must be nonnegative");
    
            /* Compute F, the deformation gradient.
               In the continuum case this is
               \f$ \hat{F} = \nabla m  \f$
               In the case of a shell it is
              \f$ \hat{F} = (\nabla m | \overline{R}_3) \f$
            */
    
            Dune::FieldMatrix<double,dim,dim> F;
            for (int i=0; i<dim; i++)
                for (int j=0; j<gridDim; j++)
                    F[i][j] = derivative[i][j];
                
            for (int i=0; i<dim; i++)
    
                for (int j=gridDim; j<dim; j++)
                    F[i][j] = R[i][j];
    
            
            // U = R^T F
            Dune::FieldMatrix<double,dim,dim> U;
            for (int i=0; i<dim; i++)
                for (int j=0; j<dim; j++) {
                    U[i][j] = 0;
                    for (int k=0; k<dim; k++)
                        U[i][j] += R[k][i] * F[k][j];
                }
                
            //////////////////////////////////////////////////////////
            //  Compute the derivative of the rotation
            //  Note: we need it in matrix coordinates
            //////////////////////////////////////////////////////////
                    
    
            computeDR(value, derivative, DR);
    
            // Add the local energy density
    
            if (gridDim==2) {
                energy += weight * thickness_ * quadraticMembraneEnergy(U);
    
                //energy += weight * thickness_ * longQuadraticMembraneEnergy(U);
    
                energy += weight * thickness_ * curvatureEnergy(DR);
    
                energy += weight * std::pow(thickness_,3) / 12.0 * bendingEnergy(R,DR);
    
            } else if (gridDim==3) {
                energy += weight * quadraticMembraneEnergy(U);
                energy += weight * curvatureEnergy(DR);
            } else
                DUNE_THROW(Dune::NotImplemented, "CosseratEnergyStiffness for 1d grids");
    
        
        
        //////////////////////////////////////////////////////////////////////////////
        //   Assemble boundary contributions
        //////////////////////////////////////////////////////////////////////////////
        
        assert(neumannFunction_);
    
        for (typename Entity::LeafIntersectionIterator it = element.ileafbegin(); it != element.ileafend(); ++it) {
            
            if (not neumannBoundary_ or not neumannBoundary_->contains(*it))
                continue;
            
            const Dune::QuadratureRule<double, gridDim-1>& quad 
                = Dune::QuadratureRules<double, gridDim-1>::rule(it->type(), quadOrder);
        
            for (size_t pt=0; pt<quad.size(); pt++) {
            
                // Local position of the quadrature point
                const Dune::FieldVector<double,gridDim>& quadPos = it->geometryInInside().global(quad[pt].position());
            
                const double integrationElement = it->geometry().integrationElement(quad[pt].position());
    
                // The value of the local function
    
                RigidBodyMotion<double,dim> value = localGeodesicFEFunction.evaluate(quadPos);
    
                // Value of the Neumann data at the current position
                Dune::FieldVector<double,3> neumannValue;
                
                if (dynamic_cast<const VirtualGridViewFunction<GridView,Dune::FieldVector<double,3> >*>(neumannFunction_))
                    dynamic_cast<const VirtualGridViewFunction<GridView,Dune::FieldVector<double,3> >*>(neumannFunction_)->evaluateLocal(element, quadPos, neumannValue);
                else
                    neumannFunction_->evaluate(it->geometry().global(quad[pt].position()), neumannValue);
    
                // Constant Neumann force in z-direction
                energy += thickness_ * (neumannValue * value.r) * quad[pt].weight() * integrationElement;
                
            }
            
        }