A Reduction Method for Buckling Problems of Orthotropic Plates-Reference-Cited by-同舟云学术

A Reduction Method for Buckling Problems of Orthotropic Plates

Published:1957-05 Issue:2 Volume:8 Page:145-156
ISSN:0001-9259
Container-title:Aeronautical Quarterly
language:en
Short-container-title:Aeronautical Quarterly

Author:

Shuleshko P.

Abstract

SummarySeveral plate buckling problems are solved, using a reduction method. By this method the solution of an orthotropic plate can be reduced to the solution of an isotropic plate and the solution of a plate with bi-axial loading can be reduced to the solution of a plate with uni-axial loading and so on. Plates with simply-supported ends and various boundary conditions at the sides with uni-axial and bi-axial loading are considered and the necessary reduction equations are given.

Publisher

Cambridge University Press (CUP)

Subject

General Engineering

Reference13 articles.

1. Shuleshko P. Equation of Motion and Equilibrium for the Anisotropic and Non-Homogeneous Plates with Variable Thickness. Memoirs of the Scientific Research Institute of Industrial and Civil Engineering Buildings. Kharkiw. Ukraine, Vol, 2, pp. 212–238, 1938.

2. On the Stability of Thin Elastic Anisotropic Plates of Variable Rigidity;Shuleshko;Prikladnaya Matematika i Mechanika.,1942

3. Buckling of Rectangular Plates Uniformly Compressed in the Vertical Direction with Upper Edge Free;Shuleshko;Journal of the Institution of Engineers of Australia,1935

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