The Allocating Point Solution for the Out-of-Plane Stability of Arches with the Double Symmetry Axis Section

Author:

Chen Yu Ji1

Affiliation:

1. Foshan Science and Technology University

Abstract

In order to study the buckling mechanics behaviour of the out-of-plane stability of arches with the double symmetry axis section, by mean of potential variational theories, considering the out-of-plane deformation of arches, the out-of-plane stability governing equation of arches was obtained. The problem was solved by the spline function allocating point method. An example was calculated with this paper method. It is shown by comparing the result of this paper with the others that the paper method is reliable and accurate.

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. Timoshenko S. P., Gere J.M., Theory of elastic stability', MaGraw-Hill Book Co., Inc., (1961).

2. Goldberg J.E., Bogdanoff J. L, Out-of-plane buckling of I. Section rings', Inter. Assoc. of bridge and struct. Engr., Vol 22, 1962, pp.73-92.

3. Cheney J.A., bending and buckling of thin-walled open-section rings', J.E.M., Asce, vol89, 1963, pp.166-171.

4. Papangelis J. P., Trahair N.S., Flexural-torsional buckling of arches', J.S.E., Asce, vol 113, 1987, pp.889-906.

5. Palani G. S., Rajasekaran S., Finite element analysis of thin-walled curved beams made of composites', J.S.E., Asce, vol 18, 1992, pp.78-84.

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