Buckling of thin cylindrical shells: An attempt to resolve a paradox

International Journal of Mechanical Sciences

Volumn 44, Issue 8, 2002, Pages 1583-1601

  Zhu, E ^a   Mandal, P ^b   Calladine, C R ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

^b UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Boundary layer; Buckling; Cylinder; Elastic; Thin shell

Indexed keywords

BUCKLING; DEFORMATION; FINITE ELEMENT METHOD; STRESS ANALYSIS; THICKNESS MEASUREMENT;

ELASTIC ENERGY;

SHELLS (STRUCTURES);

EID: 0036684304     PISSN: 00207403     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7403(02)00065-6     Document Type: Article

References (24)

1. The influence of curvature on the buckling characteristics of structures
2. The buckling of thin cylindrical shells under axial compression
3. Bibliography of monographs and surveys on shells
4. The behaviour of locally-supported cylindrical shells: Unstiffened shells
5. Simple experiments on self-weight buckling of open cylindrical shells
6. Buckling of thin cylindrical shells under axial compression
7. Stability of cylindrical shell under local axial compression
8. Inversion problems in elastic thin shells
9. Paradoxical buckling behaviour of a thin cylindrical shell under axial compression
10. The theory of shell structures, 1888-1988
11. Large deflections of spherical shells under concentrated loads
12. Bifurcation phenomena in spherical shells under concentrated and ring loads
13. Large deflection of deep spherical shells under concentrated load
14. Symmetric elements in geometrical analysis of large deformations of spherical shells
15. Conical surfaces and crescent singularities in crumpled sheets