The influence of radial edge constraint on the stability of stiffened conical shells in compression

Thin-Walled Structures

Volumn 27, Issue 2, 1997, Pages 147-163

  Chryssanthopoulos, M K ^a   Spagnoli, A ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONES; CONSTRAINT THEORY; EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; SENSITIVITY ANALYSIS; SHELLS (STRUCTURES); STABILITY; STIFFNESS; STRESSES; STRUCTURAL LOADS;

DISPLACEMENT; NON LINEAR BEHAVIOUR; RADIAL EDGE CONSTRAINT;

DYNAMIC RESPONSE;

EID: 0031075599     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(96)00035-3     Document Type: Article

References (12)

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3. Poggi, C., The collapse of ring-stiffened cones under axial compression and external pressure. In Proc. ECCS Colloquium on Stability of Plate and Shell Structures, Ghent, 1987, pp. 405-410.
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8. Tong, L., Tabarrok, B. and Wang, T. K., Simple solutions for buckling of orthotropic conical shells. Int. J. Solids and Struct., 1992, 29, 933-946.
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10. Spagnoli, A. and Chryssanthopoulos, M. K., Experimental and modelling techniques for buckling analysis of stiffened cones. CESLIC Report SS5, Imperial College, 1995.
11. Pariatmono, N. and Chryssanthopoulos, M. K., Asymmetric elastic buckling of axially compressed conical shells with various end conditions. AIAA J., 1995, 33, 2218-2227.
12. Hibbit, Karlsson and Sorensen, ABAQUS Version 5.4: theory and user's manual. Providence, Rhode Island, 1994.