An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends

An efficient analytical method for vibration analysis of a Euler-Bernoulli beam on elastic foundation with elastically restrained ends has been reported. A Fourier sine series with Stoke’s transformation is used to obtain the vibration response. The general frequency determinant is developed on the...

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Main Authors: Mustafa Özgür Yayli, Murat Aras, Süleyman Aksoy
Format: Article
Language:English
Published: Wiley 2014-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2014/159213
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author Mustafa Özgür Yayli
Murat Aras
Süleyman Aksoy
author_facet Mustafa Özgür Yayli
Murat Aras
Süleyman Aksoy
author_sort Mustafa Özgür Yayli
collection DOAJ
description An efficient analytical method for vibration analysis of a Euler-Bernoulli beam on elastic foundation with elastically restrained ends has been reported. A Fourier sine series with Stoke’s transformation is used to obtain the vibration response. The general frequency determinant is developed on the basis of the analytical solution of the governing differential equation for all potential solution cases with rigid or restrained boundary conditions. Numerical analyses are performed to investigate the effects of various parameters, such as the springs at the boundaries to examine how the elastic foundation parameters affect the vibration frequencies.
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institution Kabale University
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series Shock and Vibration
spelling doaj-art-af72692f8b4746ecb418bb97ea1e05002025-08-20T03:39:05ZengWileyShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/159213159213An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained EndsMustafa Özgür Yayli0Murat Aras1Süleyman Aksoy2Faculty of Engineering, Department of Civil Engineering, Bilecik Şeyh Edebali University, Gülümbe Kampüsü, 11210 Bilecik, TurkeyFaculty of Engineering, Department of Civil Engineering, Bilecik Şeyh Edebali University, Gülümbe Kampüsü, 11210 Bilecik, TurkeyFaculty of Engineering, Department of Civil Engineering, Bilecik Şeyh Edebali University, Gülümbe Kampüsü, 11210 Bilecik, TurkeyAn efficient analytical method for vibration analysis of a Euler-Bernoulli beam on elastic foundation with elastically restrained ends has been reported. A Fourier sine series with Stoke’s transformation is used to obtain the vibration response. The general frequency determinant is developed on the basis of the analytical solution of the governing differential equation for all potential solution cases with rigid or restrained boundary conditions. Numerical analyses are performed to investigate the effects of various parameters, such as the springs at the boundaries to examine how the elastic foundation parameters affect the vibration frequencies.http://dx.doi.org/10.1155/2014/159213
spellingShingle Mustafa Özgür Yayli
Murat Aras
Süleyman Aksoy
An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
Shock and Vibration
title An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
title_full An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
title_fullStr An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
title_full_unstemmed An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
title_short An Efficient Analytical Method for Vibration Analysis of a Beam on Elastic Foundation with Elastically Restrained Ends
title_sort efficient analytical method for vibration analysis of a beam on elastic foundation with elastically restrained ends
url http://dx.doi.org/10.1155/2014/159213
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