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Shear Buckling of Clamped Infinitely Long Plates—Influence of Torsional Rigidity of Transverse Stiffeners

Published online by Cambridge University Press:  07 June 2016

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

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

Type
Research Article
Information
Aeronautical Quarterly , Volume 16 , Issue 1 , February 1965 , pp. 92 - 95
Copyright
Copyright © Royal Aeronautical Society. 1965

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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. Rockey, K. C. and Cook, I. T. Influence of the Torsional Rigidity of Transverse Stiffeners upon the Shear Buckling of Stiffened Plates. Aeronautical Quarterly, Vol. XV p. 198, May 1964.Google Scholar
3. Cook, I. T. and Rockey, K. C. Influence of the Torsional Rigidity of Transverse Stiffeners upon the Shear Buckling of Stiffened Plates—Further Solutions. University College of Swansea, Department of Engineering, Report S/R/2/64.Google Scholar
4. 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.CrossRefGoogle Scholar