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Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure

โœ Scribed by Carl T.F Ross; J.R Sadler

Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
754 KB
Volume
27
Category
Article
ISSN
0029-8018

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โœฆ Synopsis

This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were used from these tests, together with the results from other experiments, to produce a design chart which could be used for designing against the occurence of elastic and inelastic shell instability.

๐Ÿ“œ SIMILAR VOLUMES

Inelastic buckling of thick-walled circu
Inelastic buckling of thick-walled circular conical shells under external hydrostatic pressure
โœ Carl T.F Ross; David Sawkins; Terry Johns ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 593 KB

The paper reports on a theoretical and an experimental study into the collapse of three thickwalled circular conical shells, which were tested to failure under external hydrostatic pressure. All three vessels failed by plastic non-symmetric bifurcation buckling. Two theoretical analyses were carried

TRANSIENT DYNAMIC RESPONSE ANALYSIS OF O
TRANSIENT DYNAMIC RESPONSE ANALYSIS OF ORTHOTROPIC CIRCULAR CYLINDRICAL SHELL UNDER EXTERNAL HYDROSTATIC PRESSURE
โœ X. LI; Y. CHEN ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 142 KB

Following Fl . u ugge's exact derivation for the buckling of cylindrical shells, the equations of motion for transient dynamic loading of orthotropic circular cylindrical shells under external hydrostatic pressure have been formulated. The normal mode theory is used to provide transient dynamic resp