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Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Closed-Section Transverse Stiffeners

Published online by Cambridge University Press:  07 June 2016

I. T. Cook  and
K. C. Rockey
I. T. Cook
Affiliation:
University of Hull
K. C. Rockey
Affiliation:
University College, Swansea
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Summary

The paper presents a solution to the buckling of infinitely long plates when they are reinforced by transverse stiffeners possessing both torsional and flexural rigidity. The cases of both edges being clamped and simply-supported are dealt with. Numerical results are presented for the ratio of torsional rigidity to flexural rigidity as obtained with a thin-walled circular tube. When the stiffeners are completely rigid, in which case the individual panels are clamped along the transverse edges, the results obtained are in agreement with existing solutions for isolated rectangular plates.

Type
Research Article
Information
Aeronautical Quarterly , Volume 13 , Issue 3 , August 1962 , pp. 212 - 222
Copyright
Copyright © Royal Aeronautical Society. 1962

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References

1. Cook, L. T. and Rockey, K. C. Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Transverse Stiffeners. Aeronautical Quarterly, Vol. XIII, p. 41, February 1962.Google Scholar
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