Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method

A differential transform method (DTM) is used to analyze free transverse vibrations of isotropic rectangular plates resting on a Winkler foundation. Two opposite edges of the plates are assumed to be simply supported. This semi-numerical-analytical technique converts the governing differential equat...

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Main Author: Kumar Y.
Format: Article
Language:English
Published: Sciendo 2013-06-01
Series:International Journal of Applied Mechanics and Engineering
Subjects:
Online Access:https://doi.org/10.2478/ijame-2013-0036
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spelling doaj-e47630178e6d43fab533656173f4055f2021-09-05T21:02:00ZengSciendoInternational Journal of Applied Mechanics and Engineering1734-44922013-06-0118258959710.2478/ijame-2013-0036Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform MethodKumar Y.0Department of Mathematics M.K. Government Degree College Ninowa Farrukhabad-209 602, Uttar Pradesh, INDIAA differential transform method (DTM) is used to analyze free transverse vibrations of isotropic rectangular plates resting on a Winkler foundation. Two opposite edges of the plates are assumed to be simply supported. This semi-numerical-analytical technique converts the governing differential equation and boundary conditions into algebraic equations. Characteristic equations are obtained for three combinations of clamped, simply supported and free edge conditions on the other two edges, keeping one of them to be simply supported. Numerical results show the robustness and fast convergence of the method. Correctness of the results is shown by comparing with those obtained using other methods.https://doi.org/10.2478/ijame-2013-0036differential transform methodisotropicrectangularwinkler foundation
collection DOAJ
language English
format Article
sources DOAJ
author Kumar Y.
spellingShingle Kumar Y.
Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
International Journal of Applied Mechanics and Engineering
differential transform method
isotropic
rectangular
winkler foundation
author_facet Kumar Y.
author_sort Kumar Y.
title Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
title_short Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
title_full Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
title_fullStr Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
title_full_unstemmed Free Vibration Analysis Of Isotropic Rectangular Plates On Winkler Foundation Using Differential Transform Method
title_sort free vibration analysis of isotropic rectangular plates on winkler foundation using differential transform method
publisher Sciendo
series International Journal of Applied Mechanics and Engineering
issn 1734-4492
publishDate 2013-06-01
description A differential transform method (DTM) is used to analyze free transverse vibrations of isotropic rectangular plates resting on a Winkler foundation. Two opposite edges of the plates are assumed to be simply supported. This semi-numerical-analytical technique converts the governing differential equation and boundary conditions into algebraic equations. Characteristic equations are obtained for three combinations of clamped, simply supported and free edge conditions on the other two edges, keeping one of them to be simply supported. Numerical results show the robustness and fast convergence of the method. Correctness of the results is shown by comparing with those obtained using other methods.
topic differential transform method
isotropic
rectangular
winkler foundation
url https://doi.org/10.2478/ijame-2013-0036
work_keys_str_mv AT kumary freevibrationanalysisofisotropicrectangularplatesonwinklerfoundationusingdifferentialtransformmethod
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