Applied Mathematics and Mechanics >
Frame-invariance in finite element formulations of geometrically exact rods
Received date: 2016-01-15
Revised date: 2016-05-25
Online published: 2016-12-01
This article is concerned with finite element implementations of the threedimensional geometrically exact rod. The special attention is paid to identifying the condition that ensures the frame invariance of the resulting discrete approximations. From the perspective of symmetry, this requirement is equivalent to the commutativity of the employed interpolation operator I with the action of the special Euclidean group SE(3), or I is SE(3)-equivariant. This geometric criterion helps to clarify several subtle issues about the interpolation of finite rotation. It leads us to reexamine the finite element formulation first proposed by Simo in his work on energy-momentum conserving algorithms. That formulation is often mistakenly regarded as non-objective. However, we show that the obtained approximation is invariant under the superposed rigid body motions, and as a corollary, the objectivity of the continuum model is preserved. The key of this proof comes from the observation that since the numerical quadrature is used to compute the integrals, by storing the rotation field and its derivative at the Gauss points, the equivariant conditions can be relaxed only at these points. Several numerical examples are presented to confirm the theoretical results and demonstrate the performance of this algorithm.
Peinan ZHONG, Guojun HUANG, Guowei YANG . Frame-invariance in finite element formulations of geometrically exact rods[J]. Applied Mathematics and Mechanics, 2016 , 37(12) : 1669 -1688 . DOI: 10.1007/s10483-016-2147-8
[1] Reissner, E. On one-dimensional finite-strain beam theory:the plane problem. Journal of Applied Mathematics and Physics, 23, 795-804(1972)
[2] Simo, J. C. A finite strain beam formulation I:three-dimensional dynamic problem. Computer Methods in Applied Mechanics and Engineering, 49, 55-70(1985)
[3] Simo, J. C. and Vu-Quoc, L. A three-dimensional finite-strain rod model Ⅱ:computational aspects. Computer Methods in Applied Mechanics and Engineering, 58, 79-116(1986)
[4] Simo, J. C., Marsden, J. E., and Krishnaprasad, P. S. The Hamiltonian structure of nonlinear elasticity:the material and convective representations of solids, rods, and plates. Archive for Rational Mechanics and Analysis, 104, 125-183(1988)
[5] Simo, J. C., Posbergh, T. A., and Marsden, J. E. Stability of coupled rigid body and geometrically exact rods:block diagonalization and the energy-momentum method. Physics Reports, 193, 279-360(1990)
[6] Cardona, A. and Geradin, A. A beam finite element non-linear theory with finite rotations. International Journal for Numerical Methods in Engineering, 26, 2403-2438(1988)
[7] Ibrahimbegovi?, A., Frey, F., and Ko?ar, I. Computational aspects of vector-like parametrization of three-dimensional finite rotations. International Journal for Numerical Methods in Engineering, 38, 3653-3673(1995)
[8] Crisfield, M. A. and Jeleni?, G. Objectivity of strain measures in the geometrically exact threedimensional beam theory and its finite-element implementation. Proceedings of the Royal Society of London A:Mathematical, Physical and Engineering Sciences, 455, 1125-1147(1999)
[9] Jeleni?, G. and Crisfield, M. A. Geometrically exact 3D beam theory:implementation of a traininvariant finite element for statics and dynamics. Computer Methods in Applied Mechanics and Engineering, 171, 141-171(1999)
[10] Romero, I. and Armero, F. An objective finite element approximation of the kinematics of geometrically exact rods and its use in the formulation of an energy-omentum conserving scheme in dynamics. International Journal for Numerical Methods in Engineering, 54, 1683-1716(2002)
[11] Betsch, P. and Steinmann, P. Frame-indifferent beam finite elements based upon the geometrically exact beam theory. International Journal for Numerical Methods in Engineering, 54, 1775-1788(2002)
[12] Ibrahimbegovic, A. and Taylor, R. L. On the role of frame-invariance in structural mechanics models at finite rotations. Computer Methods in Applied Mechanics and Engineering, 191, 5159-5176(2002)
[13] Ghosh, S. and Roy, D. A frame-invariant scheme for the geometrically exact beam using rotation vector parametrization. Computational Mechanics, 44, 103-118(2009)
[14] Simo, J. C., Tarnow, N., and Doblare, M. Non-linear dynamics of three-dimensional rods:exact energy and momentum conserving algorithms. International Journal for Numerical Methods in Engineering, 38, 1431-1473(1995)
[15] Romero, I. The interpolation of rotations and its application to finite element models of geometrically exact rods. Computational Mechanics, 34, 121-133(2004)
[16] Marsden, J. E. and Ratiu, T. Introduction to Mechanics and Symmetry, 2nd ed., Springer-Verlag, New York, 265-326(1999)
[17] Iserles, A., Munthe-Kaas, H. Z., Norsett, S. P., and Zanna, A. Lie group methods. Acta Numerica, 9, 215-365(2000)
[18] Simo, J. C. and Vu-Quoc, L. On the dynamics in space of rods undergoing large motions:a geometrically exact approach. Computer Methods in Applied Mechanics and Engineering, 66, 125-161(1988)
[19] Ibrahimbegovic, A. On the choice of finite rotation parameters. Computer Methods in Applied Mechanics and Engineering, 149, 49-71(1997)
[20] Mäkinen, J. Total Lagrangian Reissner's geometrically exact beam element without singularities. International Journal for Numerical Methods in Engineering, 70, 1009-1048(2007)
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