[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) |