Hostname: page-component-78c5997874-s2hrs Total loading time: 0 Render date: 2024-11-05T23:21:05.287Z Has data issue: false hasContentIssue false

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
Affiliation:
University of Hull
K. C. Rockey
Affiliation:
University College, Swansea
Get access

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
Copyright
Copyright © Royal Aeronautical Society. 1962

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

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
2. Stein, M. and Fralich, R. W. Critical Shear Stress of an Infinitely Long Simply- Supported Plate with Transverse Stiffeners. N.A.C.A. T.N. 1851, 1949.Google Scholar
3. Kleeman, P. W. The Buckling Shear Stress of Simply-Supported Infinitely Long Plates with Transverse Stiffeners. R. & M. 2971, 1956.Google Scholar
4. Leggett, D. M. A. The Buckling of a Square Panel under Shear when One Pair of Opposite Edges is Clamped. R. & M. 1991, 1941.Google Scholar
5. Iguchi, S. Die Knickung der Rechteckigen Platte durch Schubkrafte. Ingenieur-Archiv, Vol. 9, p. 1, 1938.Google Scholar
6. Budiansky, B. and Connor, R. W. Buckling Stresses of Clamped Rectangular Flat Plates in Shear. N.A.C.A. T.N. 1559, 1948.Google Scholar