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By J.G. Teng

As a result of inherent houses of skinny shelled steel buildings, buckling is the most explanation for failure and is consequently an issue of significant situation and curiosity. This publication is the assimilation of a wealth of modern learn, adventure and data at the topic. formerly scattered details is made on hand in a concise, handy and easy-to-understand shape and state-of-the-art learn findings are completely tested. This ebook is suitable to these concerned with such buildings as: airplane, missiles, submarines, silos, tanks, pipelines, chimneys and offshore systems.

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Extra info for Buckling of thin metal shells

Sample text

CEN, Brussels. ENV 1993-4-1 (1999). 1: Silos. CEN, Brussels. “chap01” — 2003/10/20 — page 24 — #24 Buckling of thin shells: an overview 25 ENV 1993-4-2 (1999). 2: Tanks. CEN, Brussels. ENV 1998-4 (1999). Eurocode 8: Design Provisions for Earthquake Resistance of Structures – Part 4: Silos, Tanks and Pipelines. CEN, Brussels. Esslinger, M. and Geier, B. (1977). Buckling loads of thin-walled circular cylinders with axisymmetric irregularities. J. E. A. Frieze). Crosby Lockwood Staples, London, pp.

G. Galletly et al. g. Agelidis et al. 1982; Miller and Vojta 1984; Croll 1985; Abramovich et al. 1991; Dowling 1991). Most of these interaction studies involve compressive stresses in more than one direction. G. M. Rotter pressure leads to an enhancement of the buckling strength under axial compression and has been widely studied (Lo et al. 1947; Harris et al. 1957; Weingarten et al. 1965; Rotter and Teng 1989b; Limam et al. 1991; Teng and Rotter 1992a; Knödel et al. 1995; Knöbel and Schweizerhof 1995; Rotter 1996b).

G. Bushnell 1976; Almroth and Brogan 1978; Esslinger et al. 1984; Wunderlich et al. 1985; Combescure et al. 1987; Teng and Rotter 1989a,b, 1991c; Teng and Luo 1997; Hibbit et al. 2001; Hong and Teng 2002) that can perform the task: most are based on the finite element method, but some use other numerical methods. Thus, the first difficulty, that of solving nonlinear equations, seems to have substantially disappeared, although the application of a reliable computer program to a nonlinear buckling analysis of a shell is a considerable undertaking itself.

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