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Compressive Buckling of Infinite Strips with Elastically Restrained Edges

Published online by Cambridge University Press:  07 June 2016

W. H. Wittrick  and
W. E. Bodley
W. H. Wittrick
Affiliation:
Department of Aeronautical Engineering, University of Sydney
W. E. Bodley
Affiliation:
Department of Aeronautical Engineering, University of Sydney
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Summary

It has been shown in another paper that the relation between the compressive buckling stress coefficient and side ratio for a rectangular plate with the sides elastically restrained against deflection and rotation can be obtained from the corresponding curve for a plate with the same end conditions but with both sides simply-supported, provided only that the buckling stress coefficient and wavelength of the buckle are known for an infinite strip with the given side conditions. This paper presents these numerical values for infinite strips with a wide range of edge stiffnesses.

Type
Research Article
Information
Aeronautical Quarterly , Volume 14 , Issue 2 , May 1963 , pp. 158 - 162
Copyright
Copyright © Royal Aeronautical Society. 1963

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References

1. Wittrick, W. H. Some Observations on the Compressive Buckling of Rectangular Plates. The Aeronautical Quarterly, Vol. XIV, p. 17, February 1963.Google Scholar