Buckling of complex toroidal shell structures

Thin-Walled Structures

Volumn 26, Issue 3, 1996, Pages 195-212

  Galletly, G D ^a   Galletly, D A ^b  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BUCKLING; FINITE DIFFERENCE METHOD; HULLS (SHIP); PIPE; PRESSURE EFFECTS; PRESSURE MEASUREMENT; STRESS CONCENTRATION; STRUCTURAL DESIGN; SUBMARINES; VARIATIONAL TECHNIQUES; YIELD STRESS;

CIRCULAR PIPES; COMPLEX TOROIDAL SHELL STRUCTURES; LOCAL BUCKLING PRESSURE; TOROIDS;

SHELLS (STRUCTURES);

EID: 0030296048     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/0263-8231(96)00023-7     Document Type: Article

References (5)

1. Compton-Hall, R., The incredible shrinking submarine. New Scientist, No. 1658 (1 April 1989) 33-37.
2. Galletly, G. D. & Galletly, D. A., Stability of a double-torus shell structure. Euromech 347 Stability and Bifurcation in Solid Mechanics, Paris, May 1996.
3. Bushnell, D., BOSOR 5 - Program for buckling of elastic-plastic complex shells of revolution including large deflections and creep. Computers and Structures 6 (1976) 211-239.
4. Galletly, G. D. & Blachut, J., Stability of complete circular and non-circular toroidal shells. Proc. I. Mech. E., Part C, 209 (1995) 245-255.
5. Kollár, L. & Dulácska, E., Buckling of Shells for Engineers. Akadémiai Kiadó, Budapest, 1984.