Director-based beam finite elements relying on the geometrically exact beam theory formulated in skew coordinates

Author:

Eugster S.R.1,Hesch C.2,Betsch P.2,Glocker Ch.1

Affiliation:

1. Institute for Mechanical Systems, Center of Mechanics; Department of Mechanical and Process Engineering; ETH Zürich Switzerland

2. Institute of Mechanics; Karlsruhe Institute of Technology (KIT); Germany

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference24 articles.

1. A finite strain beam formulation. The three-dimensional dynamic problem. Part I;Simo;Computer Methods in Applied Mechanics and Engineering,1985

2. On finite deformations of space-curved beams;Reissner;Zeitschrift für Angewandte Mathematik und Physik (ZAMP),1981

3. Simo-Vu Quoc rods using Clifford algebra;McRobie;International Journal for Numerical Methods in Engineering,1999

4. Large displacement analysis of three-dimensional beam structures;Bathe;International Journal for Numerical Methods in Engineering,1979

5. Theory and numerics of three-dimensional beams with elastoplastic material behaviour;Gruttmann;International Journal for Numerical Methods in Engineering,2000

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