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Buckling of metallic shells: Buckling and postbuckling behaviour of isotropic shells, especially cylinders

Bo Edlund (Institutionen för bygg- och miljöteknik, Konstruktionsteknik)
Structural Control and Health Monitoring (1545-2255). Vol. 14 (2007), 4, p. 693-713.
[Artikel, refereegranskad vetenskaplig]

The large discrepancies between observed buckling loads for thin shells and the predictions of the classical theory have been a great challenge to many researchers since the 1920s. In this paper, the basic behaviour and characteristics are described and recent research, mainly from the last 10 years, is reviewed. The focus is on cylindrical shells and on the influence of initial imperfections on the buckling behaviour.

Nyckelord: Buckling, stability, shells, cylindrical shells, imperfections, numerical analysis, computer simulation

Review article in the series Progress in Structural Engineering and Materials: Steel Construction

Denna post skapades 2007-12-14. Senast ändrad 2009-01-16.
CPL Pubid: 63147


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik (2005-2017)



Chalmers infrastruktur