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Buckling of Rectangular Plates with One Unsupported Edge, Compressed by Forces Distributed Along its Edges

Published online by Cambridge University Press:  28 July 2016

P. Shuleshko
P. Shuleshko*
Affiliation:
The New South Wales University of Technology
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Extract

The elastic stability of rectangular plates compressed in two perpendicular directions by forces uniformly distributed along the edges is considered. Edges x = 0 and x = a are simply supported, edge y = 0 is free and edge y = b is rigidly built-in (Fig. 1). Using the method described in a previous paper, after satisfying the boundary conditions at the edges of plate, the following transcendental equation is obtained:

Information

Type
Technical Notes
Information
The Aeronautical Journal , Volume 60 , Issue 547 , July 1956, pp. 488 - 489
Copyright
Copyright © Royal Aeronautical Society 1956

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References

1. Shuleshko, P. (1948). Stability of Thin Plates which have Part of the Contour Unsupported. Scientific Memoirs of Ukrainian Technical University at Regensburg, Germany (in Ukrainian), 1948.Google Scholar
2. Shuleshko, P. (1953). Buckling of Rectangular Plates Uniformly Compressed in the Vertical Direction with Upper Edge Free. Journal of the Institution of Engineers, Australia. Vol. 25, No. 4-5. 1953.Google Scholar