Abstract
A relaxation method is applied to estimate and predict a critical set of parameters responsible for stability loss (buckling) of spherical circle axially symmetric shells. The buckling phenomenon under static loading was investigated by solving the Cauchy problem for a set of ordinary differential equations and the Hausdorff metrics was applied while quantifying the data obtained within the novel approach.
Original language | English |
---|---|
Pages (from-to) | 293-301 |
Number of pages | 9 |
Journal | Thin-Walled Structures |
Volume | 94 |
DOIs | |
Publication status | Published - 1 Sep 2015 |
Externally published | Yes |
Keywords
- Chebyshev's method
- Critical loads
- Shells
- Stability
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanical Engineering