Abstract
Finite element analysis of 3-dimensional large rotation problem has been possible with nonlinear beam element by J.C.Simo,L.Vu-Quoc[1,2]. Their beam model is described by a configulation manifold which involves special orthogonal group SO(3). But the special orthogonal group is noncomutative, so the tangent stiffness matrix becomes non-symmetric away from equilibrium.
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References
J.C. Simo,“A finite strain beam formulation. The three dimensional dynamic problem. Part”,Comput.Meths.Appl.Mech.Engrg.49(1985)55–70
J.C. Simo and L. Vu-Quoc,“A three-dimensional finite-strain rod model, part II. Computational aspects”,Comp.Meths.Appl.Mech.Engrg.58(1986)79–116
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Y. Miyazaki,“Research of 3-dimensional erastica”,doctoral dissertation, 1993
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© 1995 Springer-Verlag Berlin Heidelberg
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Ishihara, M. (1995). Finite Element Formulation for 3-Dimensional Large Rotation Analysis of A Beam. In: Atluri, S.N., Yagawa, G., Cruse, T. (eds) Computational Mechanics ’95. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-79654-8_405
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DOI: https://doi.org/10.1007/978-3-642-79654-8_405
Publisher Name: Springer, Berlin, Heidelberg
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