Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation

The three-dimensional linearized theory of elastodynamics mathematical formulation of the forced vibration of a prestretched plate resting on a rigid half-plane is given. The variational formulation of corresponding boundary-value problem is constructed. The first variational of the functional in th...

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Main Authors: M. Eröz, A. Yildiz
Format: Article
Language:English
Published: Wiley 2007-01-01
Series:Journal of Applied Mathematics
Online Access:http://dx.doi.org/10.1155/2007/56360
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author M. Eröz
A. Yildiz
author_facet M. Eröz
A. Yildiz
author_sort M. Eröz
collection DOAJ
description The three-dimensional linearized theory of elastodynamics mathematical formulation of the forced vibration of a prestretched plate resting on a rigid half-plane is given. The variational formulation of corresponding boundary-value problem is constructed. The first variational of the functional in the variational statement is equated to zero. In the framework of the virtual work principle, it is proved that appropriate equations and boundary conditions are derived. Using these conditions, finite element formulation of the prestretched plate is done. The numerical results obtained coincide with the ones given by Ufly and in 1963 for the static loading case.
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publishDate 2007-01-01
publisher Wiley
record_format Article
series Journal of Applied Mathematics
spelling doaj-art-9f21980eec43412996de9d47a89fdcb42025-08-20T02:18:33ZengWileyJournal of Applied Mathematics1110-757X1687-00422007-01-01200710.1155/2007/5636056360Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid FoundationM. Eröz0A. Yildiz1Mathematics Department, Faculty of Science and Letters, Sakarya University, Esentepe Campus, Sakarya 54187, TurkeyMathematics Department, Faculty of Science and Letters, Sakarya University, Esentepe Campus, Sakarya 54187, TurkeyThe three-dimensional linearized theory of elastodynamics mathematical formulation of the forced vibration of a prestretched plate resting on a rigid half-plane is given. The variational formulation of corresponding boundary-value problem is constructed. The first variational of the functional in the variational statement is equated to zero. In the framework of the virtual work principle, it is proved that appropriate equations and boundary conditions are derived. Using these conditions, finite element formulation of the prestretched plate is done. The numerical results obtained coincide with the ones given by Ufly and in 1963 for the static loading case.http://dx.doi.org/10.1155/2007/56360
spellingShingle M. Eröz
A. Yildiz
Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
Journal of Applied Mathematics
title Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
title_full Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
title_fullStr Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
title_full_unstemmed Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
title_short Finite Element Formulation of Forced Vibration Problem of a Prestretched Plate Resting on a Rigid Foundation
title_sort finite element formulation of forced vibration problem of a prestretched plate resting on a rigid foundation
url http://dx.doi.org/10.1155/2007/56360
work_keys_str_mv AT meroz finiteelementformulationofforcedvibrationproblemofaprestretchedplaterestingonarigidfoundation
AT ayildiz finiteelementformulationofforcedvibrationproblemofaprestretchedplaterestingonarigidfoundation