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Buckling analysis of rectangular plates with variable thickness resting on elastic foundation

Viswanathan, K. K. and Navaneethakrishnan, P. V. and Aziz, Z. A. (2015) Buckling analysis of rectangular plates with variable thickness resting on elastic foundation. In: 2nd International Conference on Geological, Geographical, Aerospace and Earth Sciences 2014, AeroEarth 2014, 11 October 2014 - 12 October 2014, Kuta, Bali, Indonesia.

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Official URL: http://dx.doi.org/10.1088/1755-1315/23/1/012006

Abstract

Buckling of rectangular plates of variable thickness resting in elastic foundation is analysed using a quintic spline approximation technique. The thickness of the plate varies in the direction of one edge and the variations are assumed to be linear, exponential and sinusoidal. The plate is subjected to in plane load of two opposite edges. The buckling load and the mode shapes of buckling are computed from the eigenvalue problem that arises. Detailed parametric studies are made with different boundary conditions and the results are presented through the diagram and discussed.

Item Type:Conference or Workshop Item (Paper)
Uncontrolled Keywords:elastic foundation, opposite edges, parametric study
Subjects:Q Science > QA Mathematics
Divisions:Science
ID Code:59174
Deposited By: Haliza Zainal
Deposited On:18 Jan 2017 01:50
Last Modified:14 Sep 2021 02:35

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