Shear Buckling of Clamped and Simply–Supported Infinitely Long Plates Reinforced by Transverse Stiffeners
- 1 February 1962
- journal article
- research article
- Published by Cambridge University Press (CUP) in Aeronautical Quarterly
- Vol. 13 (1) , 41-70
- https://doi.org/10.1017/s0001925900002249
Abstract
The paper presents a solution to the buckling of infinitely long plates clamped along the edges, together with an extension of the solution obtained by Stein and Fralich for the case when the edges are simply-supported. It is shown that, as a consequence of increasing the edge support from that of a simple support to one in which both deflection and rotation are prevented, the rigidity which an intermediate transverse stiffener must possess in order to support the plate effectively is much reduced. Agreement between the theoretical relationships and existing experimental data is good.This publication has 4 references indexed in Scilit:
- The Design of Intermediate Vertical Stiffeners on Web Plates Subjected to ShearAeronautical Quarterly, 1956
- Die Knickung der rechteckigen Platte durch SchubkräfteArchive of Applied Mechanics, 1938
- Stability of Rectangular Plates Under Shear and Bending ForcesJournal of Applied Mechanics, 1936
- 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