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Extensions of Kronecker product algebra with applications in continuum and computational mechanics
Authors:Prof. D. W. Nicholson  B. Lin
Affiliation:(1) Present address: Mechanical, Materials and Aerospace Engineering, University of Central Florida, 32816 Orlando, FL, USA
Abstract:
Summary Kronecker product algebra is widely applied in control theory. However, it does not appear to have been commonly applied to continuum and computational mechanics (CCM). In broad terms the goal of the current investigation is to extend Kronecker product algebra so that it can be broadly applied to CCM. Many CCM quantities, such as the tangent compliance tensor in finite strain plasticity, are very elaborate or difficult to derive when expressed in terms of tensor indicial or conventional matrix notation. However, as shown in the current article, with some extensions Kronecker product algebra can be used to derive compact expressions for such quantities. In the following, Kronecker product algebra is reviewed and there are given several extensions, and applications of the extensions are presented in continuum mechanics, computational mechanics and dynamics. In particular, Kronecker counterparts of quadratic products and of tensor outer products are presented. Kronecker operations on block matrices are introduced. Kronecker product algebra is extended to third and fourth order tensors. The tensorial nature of Kronecker products of tensors is established. A compact expression is given for the differential of an isotropic function of a second-order tensor. The extensions are used to derive compact expressions in continuum mechanics, for example the transformation relating the tangent compliance tensor in finite strain plasticity in undeformed to that in deformed coordinates. A compact expression is obtained in the nonlinear finite element method for the tangent stiffness matrix in undeformed coordinates, including the effect of boundary conditions prescribed in the current configuration. The aforementioned differential is used to derive the tangent modulus tensor in hyperelastic materials whose strain energy density is a function of stretch ratios. Finally, block operations are used to derive a simple asymptotic stability criterion for a damped linear mechanical system in which the constituent matrices appear explicitly.Appendix: Notation A, Â, aij matrix, second-order tensor - a, ai vector, VEC (A) - a vector - â scalar - B, bij matrix, second-order tensor - b, bi VEC (B) - b vector - bernou block permutation matrix - C, Cprime, cijkl fourth-order tensor - Cfr right Cauchy Green strain tensor - c VEC (Cfr) - ci eigenvalues of Cfr - Ca,Cb third-order tensors - C1,C2,C3 outer product functions - D deformation rate tensor - D damping matrix - d VEC (D) - E boundary stiffness matrix - e VEC (epsi) - Escr Eulerian strain - F isotropic tensor-valued function ofA - Fscr deformation gradient tensor - f VEC Fscr - f scalar valued counterpart ofF - G coordinate transformation tensor - G strain-displacement matrix - g VEC (G) - g consistent force vector - H dynamic system matrix - hn lowest eigenvalue ofH - I,In,I9 identity matrix/tensor - i VEC (I) - I1 TRACE (Cfr) - I index - i index - J determinant of Fscr - J matrix relating dohgr to da - J index - j index - J matrix relating dohgr to da - K,KT,Kb,Kprime stiffness matrices - K index - k index - L velocity gradient tensor - L index - l index - M mass matrix - phmmat strain-displacement matrix - M matrix arising from Ogden model - M index - m index - N shape function matrix - N matrix arising from Ogden model - n, n0 exterior normal vectors - n n2 - N index - n index - P,
$$hat P$$
dynamic system matrix - p VEC (P) - pn eigenvalue ofP - Q rotation tensor - R,rij tensor used with outer products - r rank, index - r VEC (R) - S,sij tensor used with outer products - s VEC (S) - S, S0 surface area - S matrix diagonalizingA - s index - T unitary matrix - t0, t traction - t VEC (tau) - 
$$mathop tlimits^ circ  $$
VEC (
$$mathop tau limits^ circ  $$
) - t time - T time interval - Un,U9,UM permutation matrices - u displacement vector - V matrix appearing in linear system stability criterion - V projection matrix - W,Wi multipliers dohgr - w, w1 vectors - ohgr strain energy function - X undeformed position - x deformed position - Y,Yprime coordinate system - y, yj vectors - z, zj vectors - agrj eigenvalue ofA - betaj eigenvalue ofB - gamma, beta1, beta2 nodal displacement vectors - gammaj eigenvalue of Gamma - Gamma matrix - Delta, Delta1, Delta2, Deltaa, Deltab diagonal matrices - deltaij entries of the Kronecker tensor (I) - epsi Lagrangian strain - epsivijk permutation tensor - zetai coefficient of Ogden model - eegr parameter in linear system stability criterion - lambdai eigenvalue - 
$$hat lambda $$
Lamé coefficient - Lambda matrix - mgr surface area factor - 
$$hat mu $$
Lamé coefficient - ngrj eigenvalue ofA - xgri coefficient of Ogden model - Xgr matrix - sgr second Piola-Kirchhoff stress - tau Cauchy stress - 
$$mathop tau limits^ circ  $$
Truesdell stress flux - ugr matrix/tensor - phiv matrix/tensor - psgr matrix/tensor - chi TEN22 (C) - dohgr rotation vector - dOHgr rotation tensor - TRACE(.) trace of a matrix - Lscr left Kronecker function - Rscr right Kronecker function - VEC(.) vectorization operator - VECB(.) block vectorization operator - TEN22(.) tensor operator - TEN12(.) tensor operator - TEN21(.) tensor operator - xdtri xdtrix, xdtriy divergence operator - d(.) differential operator - delta(.) variational operator - otimes (right) Kronecker product - oplus Kronecker sum - ominus Kronecker difference - ocir block Kronecker product - squ left Kronecker product - AsB block Kronecker sum ofA andB - AdB block Kronecker difference ofA and
$$mathfrak{B}$$
Keywords:
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