Buckling of cylindrical shell joint with annular plate
Abstract
The critical external pressure and the buckling modes of a thin circular cylindrical shell joined with an annular thin plate are obtained by means of asymptotic and numerical methods. For the wide annulus a new approximate approach is developed. The asymptotic results are in a good agreement with the numerical results obtained by the sweep method.
Fields of Study & Subjects
Composite Structure Analysis and Optimization
Structural Load-Bearing Analysis
Structural Integrity and Reliability Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 211–214
- Publication date
- 4 February 2026
- Language
- EN
- Document type
- Book chapter