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Influence of the Torsional Rigidity of Transverse Stiffeners upon the Shear Buckling of Stiffened Plates

Published online by Cambridge University Press:  07 June 2016

K. C. Rockey  and
I. T. Cook
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Summary

The paper provides relationships between the buckling resistance of simply-supported transversely stiffened plates and the flexural rigidity of the stiffeners for various values of the ratio of torsional rigidity to nexural rigidity. Results are presented for four different stiffener spacings.

Type
Research Article
Information
Aeronautical Quarterly , Volume 15 , Issue 2 , May 1964 , pp. 198 - 202
Copyright
Copyright © Royal Aeronautical Society. 1964

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References

1. Rockey, K. C. and Cook, I. T. Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Closed-Section Transverse Stiffeners. Aeronautical Quarterly, Vol. XIII, p. 212, August 1962.Google Scholar
2. Cook, I. 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