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On the use of orthogonal polynomials in the Rayleigh-Ritz method for the study of the flexural vibration and buckling of isotropic and orthotropic rectangular plates

✍ Scribed by S.M. Dickinson; A. Di Blasio


Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
626 KB
Volume
108
Category
Article
ISSN
0022-460X

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✦ Synopsis


Series composed of recently proposed, orthogonal polynomial functions are used in the Rayleigh-Ritz method to generate results for a number of flexural vibration and buckling problems for rectangular isotropic and orthotropic plates. It is demonstrated that the approach yields excellent results not only for natural frequencies and buckling loads but also for the more sensitive mode shape, bending moment and shear force distribution problem.


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Unilateral buckling is a contact problem whereby buckling is confined to take place in only one lateral direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium and the steel may only buckle locally away from the concrete core. This paper inv