On intrinsic buckling of axially compressed circular cylinder
Abstract
The classical buckling problem of the circular cylindrical shell subjected to axial compression is reinvestigated using the intrinsic buckling shell equations. For the purely membrane prebuckling state and relaxed-type boundary conditions complex numerical analysis is performed with the help of Mathematica software. It is found, in particular, that the critical buckling load parameter falls to about half of the classical value following from the simplest Donnell type non-linear shell equations.
Fields of Study & Subjects
Composite Structure Analysis and Optimization
Elasticity and Wave Propagation
Structural Load-Bearing Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 249–254
- Publication date
- 4 February 2026
- Language
- EN
- Document type
- Book chapter