Buckling and postbuckling behavior of steep compressible arches

Author:

Dym Clive L.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference17 articles.

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2. Der Einfluss der längsdehnung auf de elastische Stabilität geschlossener kreisringe;Kämmel;Acta Mechanica,1967

3. On extensibility and the buckling of shallow and steep arches;Dym,1972

4. On the buckling of rings under constant directional and centrally directed pressure;Singer;J. appl. Mech,1970

5. Memoire sur un nouveau cas integrable du probleme de l'elastique et l'une des ses applications;Lévy;J. Math. pures Appl,1884

Cited by 8 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Buckling and post-buckling behaviour of semicircular functionally graded material arches: a theoretical study;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2011-08-23

2. Discussion: “Effect of Accuracy Loss in Classical Shell Theory” (Berdichevsky, V., and Misyura, V., 1992, ASME J. Appl Mech., 59, pp. S217–S223);Journal of Applied Mechanics;1993-03-01

3. Arches;Optimal Structural Design under Stability Constraints;1988

4. Post‐Buckling Behavior;Journal of Structural Engineering;1983-10

5. Initial postbifurcation behavior of a one-hinged circular arch;International Journal of Mechanical Sciences;1980-01

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