Shear Buckling of Clamped Infinitely Long Plates—Influence of Torsional Rigidity of Transverse Stiffeners
- 1 February 1965
- journal article
- research article
- Published by Cambridge University Press (CUP) in Aeronautical Quarterly
- Vol. 16 (1) , 92-95
- https://doi.org/10.1017/s0001925900003309
Abstract
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.Keywords
This publication has 2 references indexed in Scilit:
- Influence of the Torsional Rigidity of Transverse Stiffeners upon the Shear Buckling of Stiffened PlatesAeronautical Quarterly, 1964
- Shear Buckling of Clamped and Simply–Supported Infinitely Long Plates Reinforced by Transverse StiffenersAeronautical Quarterly, 1962