Title of article
Exact stress functions implementation in stability analysis of plates with different boundary conditions under uniaxial and biaxial compression
Author/Authors
Mijuskovic، N. A. نويسنده , , Olga and ?ori?، نويسنده , , Branislav and ??epanovi?، نويسنده , , Biljana، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2014
Pages
15
From page
192
To page
206
Abstract
Analytical approach used for critical load determination is based on Ritz energy technique in which two factors are crucial for the accuracy of results. First factor is deflection function. Herein, double Fourier series are used to represent buckled shape of the plates under arbitrary external loads. The second and the most important factor is adoption of adequate realistic stress distribution within plate prior to buckling. Based on the Baker&Pavlović&Tahan and Pavlović&Liu investigations, exact stress distributions were introduced herein. In that way, with the adequate deflection functions and precise stress distribution, Ritz energy method can produce highly accurate results.
h several examples for the plates with different boundary conditions, for which available literature offers very few analytical solutions, accuracy of the presented analytical approach is proved. Results obtained by analytical approach are reaffirmed by numerical finite-element runs.
Keywords
Exact stress functions , Ritz energy method , Elastic stability of plates , Mixed boundary conditions
Journal title
Thin-Walled Structures
Serial Year
2014
Journal title
Thin-Walled Structures
Record number
1494288
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