Different buckling modes in axially stiffened conical shells

Engineering Structures

Volumn 23, Issue 8, 2001, Pages 957-965

  Spagnoli, Andrea ^a  

^a UNIVERSITY OF PARMA   (Italy)

Author keywords

Buckling; Global mode; Local shell mode; Local stringer mode; Stiffened conical shell

Indexed keywords

BUCKLING; COMPRESSION TESTING; EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; STIFFNESS; STRUCTURAL ANALYSIS;

AXIAL COMPRESSION; CONICAL SHELLS;

SHELLS (STRUCTURES);

BUCKLING;

EID: 0035427366     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00112-7     Document Type: Article

References (15)

1. Buckling of steel shells
2. Buckling design of conical shells based on validated numerical models
3. Buckling design of stiffened conical shells in compression
4. General theory of coupled instabilities
5. Optimisation as a generator of structural instability
6. Stress, stability and vibration of complex, branched shells of revolution
7. Effect of eccentricity of stiffeners on the general instability of stiffened cylindrical shells under hydrostatic pressure
8. Axisymmetrical buckling of circular cones under axial compression
9. Buckling and post-buckling behaviour of a cylindrical panel under axial compression
10. Elastic buckling and post-buckling behaviour of widely-stiffened conical shells