Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders

In this paper, a semi-analytical solution for free vibration differential equations of curved girders is proposed based on their mathematical properties and vibration characteristics. The solutions of in-plane vibration differential equations are classified into two cases: one only considers variabl...

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Main Authors: Song Y., Chai X.
Format: Article
Language:English
Published: Sciendo 2017-03-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2017.63.issue-1/ace-2017-0008/ace-2017-0008.xml?format=INT
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spelling doaj-37584af5abdf4b01ad1a91581e4eb1f92020-11-25T02:40:44ZengSciendoArchives of Civil Engineering1230-29452017-03-0163111513210.1515/ace-2017-0008ace-2017-0008Semi-Analytical Solution for Free Vibration Differential Equations of Curved GirdersSong Y.0Chai X.1Shanghai University of Engineering Science, Faculty of Urban Railway Transportation, 333 Longteng Rd, 201620 Shanghai, ChinaShanghai University of Engineering Science, Faculty of Urban Railway Transportation, 333 Longteng Rd, 201620 Shanghai, ChinaIn this paper, a semi-analytical solution for free vibration differential equations of curved girders is proposed based on their mathematical properties and vibration characteristics. The solutions of in-plane vibration differential equations are classified into two cases: one only considers variable separation of non-longitudinal vibration, while the other is a synthesis method addressing both longitudinal and non-longitudinal vibration using Rayleigh’s modal assumption and variable separation method. A similar approach is employed for the out of- plane vibration, but further mathematical operations are conducted to incorporate the coupling effect of bending and twisting. In this case study, the natural frequencies of a curved girder under different boundary conditions are obtained using the two proposed methods, respectively. The results are compared with those from the finite element analysis (FEA) and results show good convergence.http://www.degruyter.com/view/j/ace.2017.63.issue-1/ace-2017-0008/ace-2017-0008.xml?format=INTcurved girderfree vibrationnatural frequencysemi-analytical solutionvariable separation
collection DOAJ
language English
format Article
sources DOAJ
author Song Y.
Chai X.
spellingShingle Song Y.
Chai X.
Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
Archives of Civil Engineering
curved girder
free vibration
natural frequency
semi-analytical solution
variable separation
author_facet Song Y.
Chai X.
author_sort Song Y.
title Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
title_short Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
title_full Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
title_fullStr Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
title_full_unstemmed Semi-Analytical Solution for Free Vibration Differential Equations of Curved Girders
title_sort semi-analytical solution for free vibration differential equations of curved girders
publisher Sciendo
series Archives of Civil Engineering
issn 1230-2945
publishDate 2017-03-01
description In this paper, a semi-analytical solution for free vibration differential equations of curved girders is proposed based on their mathematical properties and vibration characteristics. The solutions of in-plane vibration differential equations are classified into two cases: one only considers variable separation of non-longitudinal vibration, while the other is a synthesis method addressing both longitudinal and non-longitudinal vibration using Rayleigh’s modal assumption and variable separation method. A similar approach is employed for the out of- plane vibration, but further mathematical operations are conducted to incorporate the coupling effect of bending and twisting. In this case study, the natural frequencies of a curved girder under different boundary conditions are obtained using the two proposed methods, respectively. The results are compared with those from the finite element analysis (FEA) and results show good convergence.
topic curved girder
free vibration
natural frequency
semi-analytical solution
variable separation
url http://www.degruyter.com/view/j/ace.2017.63.issue-1/ace-2017-0008/ace-2017-0008.xml?format=INT
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