An Integral Equation Method for Geometrically Nonlinear Bending Problem of Elastic Circular Arch

Author:

Miyake S.,Nonaka M.,Tosaka N.

Publisher

Springer Berlin Heidelberg

Reference10 articles.

1. Sabir, A. B. & Lock, A. C.: Large deflection geometrically non-linear finite element analysis of circular arches. Int. J. Mech. Sci. 15 (1973) pp.37–47.

2. Walker, A. C.: A non-linear finite element analysis of shallow circular arches. Int. J. Solids Structures, 5 (1969) pp. 97–107.

3. Miyake, S. & Tosaka, N.: Nonlinear bending analysis of shallow spherical shell by the integral equation methods (in Japanese). Proceedings of the 2nd Japan National Symposium on B.E.M. Jascome (1985) pp.257-262.

4. Tosaka, N. & Miyake, S.: Large deflection analysis of shallow spherical shell using an integral equation method, Boundary Elements. pp.59–66. Oxford, New York, Tokyo: Pergamon Press 1986.

5. Tosaka, N. & Miyake, S.: Geometrically nonlinear analysis of shallow spherical shell using an integral equation method. Boundary Elements VIII. pp.2/573–2/576. Berlin, New York, Tokyo: Springer-Verlag 1986.

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