Research Journal of Applied Sciences
ISSN: Online 1993-6079ISSN: Print 1815-932x
Abstract
Deflection of rectangular plates of variable thickness resting on an elastic foundation is studied. The fourth order differential equation is solved by using the Garlerkin method. The thickness of plate is assumed to vary linearly along the x axis and this variation is taken to be symmetric with respect to the middle surface. The center deflection has been computed for different values of the taper parameter, aspect ratios and foundation modulus. Simplicity and quick convergence are the advantages of the present method in comparison with more laborious numerical methods requiring extensive computer facilities.
How to cite this article:
Y. Araar and B. Redjel . Delection Analysis of Clamped Rectangular Plates of Variable Thickness on Elastic Foundation by the Galerkin Method.
DOI: https://doi.org/10.36478/rjasci.2007.1077.1082
URL: https://www.makhillpublications.co/view-article/1815-932x/rjasci.2007.1077.1082