Shear Buckling of Rectangular Plates with Mixed Boundary Conditions
- 1 November 1963
- journal article
- research article
- Published by Cambridge University Press (CUP) in Aeronautical Quarterly
- Vol. 14 (4) , 349-356
- https://doi.org/10.1017/s0001925900002900
Abstract
The paper presents a solution for the buckling under shear of a rectangular plate which is clamped along one edge and simply-supported along the other edges. The authors have also re-examined the case of one pair of opposite edges clamped and the other pair simply-supported.This publication has 5 references indexed in Scilit:
- Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Closed-Section Transverse StiffenersAeronautical Quarterly, 1962
- Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Transverse Stiffeners and a Central Longitudinal StiffenerAeronautical Quarterly, 1962
- 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
- On the stability under shearing forces of a flat elastic stripProceedings of the Royal Society of London. Series A, Containing Papers of a Mathematical and Physical Character, 1924