Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Closed-Section Transverse Stiffeners
- 1 August 1962
- journal article
- research article
- Published by Cambridge University Press (CUP) in Aeronautical Quarterly
- Vol. 13 (3) , 212-222
- https://doi.org/10.1017/s0001925900002432
Abstract
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.Keywords
This publication has 2 references indexed in Scilit:
- Shear Buckling of Clamped and Simply–Supported Infinitely Long Plates Reinforced by Transverse StiffenersAeronautical Quarterly, 1962
- Die Knickung der rechteckigen Platte durch SchubkräfteArchive of Applied Mechanics, 1938