Plastic buckling of complete toroidal shells of elliptical cross-section subjected to internal pressure

Thin-Walled Structures

Volumn 34, Issue 2, 1999, Pages 135-146

  Combescure, A ^a   Galletly, G D ^b  

^a Grande Voie des Vignes   (France)

^b UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTER SIMULATION; DEFECTS; ELASTICITY; PLASTICITY; PRESSURE EFFECTS; STRUCTURAL ANALYSIS;

ELLIPTIC TOROIDS; SOFTWARE PACKAGE BOSOR; SOFTWARE PACKAGE INCA; THIN WALLED STRUCTURES;

SHELLS (STRUCTURES);

EID: 0032688196     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(99)00006-3     Document Type: Article

References (4)

1. Galletly G.D., Blachut J. Stability of complete circular and non-circular toroidal shells. Proceedings of the Institution of Mechanical Engineers (London) Part C. 209:1995;245-255.
2. 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.
3. Combescure A. Static and dynamic buckling of large thin shells. Nuclear Engineering and Design. 92:1986;332-354.
4. Galletly G.D. Elastic buckling of complete toroidal shells of elliptical cross-section subjected to uniform internal pressure. Presented at the Thin-Walled Structures Conference, December 1996, University of Strathclyde, Glasgow. Thin-Walled Structures. 30:1998;23-34.