Large Spatial Deformations of Rods Using Generalized Variational Principles

Author:

Wunderlich W.,Obrecht H.

Publisher

Springer Berlin Heidelberg

Reference11 articles.

1. Bathe, K.J. and Bolourchi, S: Large displacement analysis of three-dimensional beam structures. Int. J. Num. Meth. Eng. 14 (1979) 961–986.

2. Wunderlich, W. and Beverungen, G.: Geometrically nonlinear theory and analysis of curved rods (in German). Bauingenieur 52 (1977) 225–237.

3. Argyris, J.H. et al.: On large displacement-small strain analysis of structures with rotational degrees of freedom. Comp. Meth.Appl. Mech. Eng. 14 (1978) 401–451, 15 (1 978 ) 99–135.

4. Beverungen, G.: Geometrically nonlinear stress-and stability analysis of spatially curved rods (in German). Mitteilung Nr. 76–13 (1978), Techn.-wiss. Mitteilungen, Inst. f. Konstruktiven Ingenieurbau, Ruhr-Universität Bochum.

5. Fraeijs de Veubeke, B.: A new variational principle for finite elastic displacements. Int. J. Eng. Sci. 10 (1972) 745–763.

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