BUCKLING OF STANDING VERTICAL PLATES UNDER BODY FORCES-Reference-Cited by-同舟云学术

BUCKLING OF STANDING VERTICAL PLATES UNDER BODY FORCES

Published:2002-06 Issue:02 Volume:02 Page:151-161
ISSN:0219-4554
Container-title:International Journal of Structural Stability and Dynamics
language:en
Short-container-title:Int. J. Str. Stab. Dyn.

Author:

WANG C. M.¹,XIANG Y.²,WANG C. Y.³

Affiliation:

1. Department of Civil Engineering, National University of Singapore, Kent Ridge, Singapore 119260, Singapore

2. School of Engineering and Industrial Design, University of Western Sydney, Penrith South DC, NSW 1797, Australia

3. Department of Mathematics, Michigan State University, East Lansing, MI 48824, USA

Abstract

This paper is concerned with the elastic buckling problem of vertical plates under body forces/selfweight. The vertical plate is either clamped or simply supported at its bottom edge while its top edge is free. The two sides of the plate may either be free, simply supported or clamped. For plates with simply supported sides, exact critical buckling solutions are derived using the Levy approach. For other boundary conditions, accurate buckling solutions are obtained for very wide plates to very tall plates using the Ritz method.

Publisher

World Scientific Pub Co Pte Lt

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

Link

https://www.worldscientific.com/doi/pdf/10.1142/S0219455402000531

Reference8 articles.

1. Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts

2. Buckling solutions for Mindlin plates of various shapes

3. Elastic stability of a simply supported plate under linearly variable compressive stresses.

4. The elastic stability of square perforated plates

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