Buckling behavior of axially compressed cylindrical shells: Comparison of theoretical and experimental data

Author:

Ifayefunmi O.

Funder

UTeM

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. ECCS. Buckling of steel shells-European design recommendations. No. 125, 5th edition, ECCS-European Convention for Constructional Steelwork, Multicomp Lda, Mem Martins, 2013, pp. 398 (ISBN 978-92-9147-116-4).

2. On the general theory of elastic stability;Southwell;Philos. Trans. R. Soc. Lond. Ser. A,1914

3. Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections;Amazigo;J. Appl. Mech.,1972

4. Effect of local axisymmetric imperfection on the buckling behaviour of circular cylindrical shell under axial compression;Hutchinson;AIAA J.,1971

5. Buckling of elastic cylindrical shells considering the effect of localized axisymmetric imperfections;Khamlichi;Thin-Walled Struct.,2004

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