Elastic stability of bi-axially loaded rectangular plates with a single circular hole-Reference-Cited by-同舟云学术

Elastic stability of bi-axially loaded rectangular plates with a single circular hole

Published:2007-01 Issue:1 Volume:45 Page:122-133
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

El-Sawy Khaled M.,Ikbal Martini Mohammad

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Rockey KC, Anderson RG, Cheung YK. The behavior of square shear webs having circular hole. In: Proceedings of the international conference on thin-walled structures. Swansea. London: Crosby Lockwood; 1967. p. 148–69.

3. Buckling and elasto-plastic collapse of perforated plates;Azizian,1983

4. Shanmugam NE, Narayanan R. Elastic buckling of perforated square plates for various loading and edge conditions. In: Proceedings of the international conference on finite element methods. Paper no 103, Shanghai, August 1982.

5. Elastic buckling of flat panels containing circular and square holes;Sabir,1983

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