An analytical study of the rotationally symmetric non-linear buckling of a complete spherical shell under external pressure
- 30 September 1968
- journal article
- Published by Elsevier in International Journal of Mechanical Sciences
- Vol. 10 (9) , 695-710
- https://doi.org/10.1016/0020-7403(68)90084-2
Abstract
No abstract availableKeywords
This publication has 8 references indexed in Scilit:
- Localized Rayleigh functions for structural and stress analysisInternational Journal of Solids and Structures, 1967
- Imperfection Sensitivity of Externally Pressurized Spherical ShellsJournal of Applied Mechanics, 1967
- On the connexion between stability and the shape of the equilibrium surfaceJournal of the Mechanics and Physics of Solids, 1966
- Discrete branching points in the general theory of elastic stabilityJournal of the Mechanics and Physics of Solids, 1965
- The static perturbation technique in buckling problemsJournal of the Mechanics and Physics of Solids, 1965
- Eigenvalue branching configurations and the Rayleigh-Ritz procedureQuarterly of Applied Mathematics, 1964
- Basic principles in the general theory of elastic stabilityJournal of the Mechanics and Physics of Solids, 1963
- The Elastic Instability of a Complete Spherical ShellAeronautical Quarterly, 1962