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A non-reflecting boundary for use in a finite element beam model of a railway track

A non-reflecting boundary for use in a finite element beam model of a railway track
A non-reflecting boundary for use in a finite element beam model of a railway track
Some beam-like structures such as a railway track are effectively infinite in nature. Analytical solutions exist for simple structures but numerical methods like the finite element (FE) method are often employed to study more complicated problems. However, when the FE method is used for structures of infinite extent it is essential to introduce artificial boundaries to limit the area of computation. Here, a non-reflecting boundary is developed using a damped tapered tip for application in a finite element model representing an infinite supported beam. The FE model of the tapered tip is validated against an analytical model based on Bessel functions. The reflection characteristics of the FE tapered tip are quantified using a wave/FE superposition method. It is shown that the damped tapered tip is much more effective than its constant counterpart and achieves reduction of the model size. The damped tapered tip is applied to a simple FE railway track model and good agreement is found when its point mobility is compared with an analytical infinite track model.
0022-460X
199-217
Yang, Jiannan
613fc201-b1a7-4b32-b47b-f2a397883585
Thompson, David J
bca37fd3-d692-4779-b663-5916b01edae5
Yang, Jiannan
613fc201-b1a7-4b32-b47b-f2a397883585
Thompson, David J
bca37fd3-d692-4779-b663-5916b01edae5

Yang, Jiannan and Thompson, David J (2015) A non-reflecting boundary for use in a finite element beam model of a railway track. Journal of Sound and Vibration, 337, 199-217. (doi:10.1016/j.jsv.2014.10.037).

Record type: Article

Abstract

Some beam-like structures such as a railway track are effectively infinite in nature. Analytical solutions exist for simple structures but numerical methods like the finite element (FE) method are often employed to study more complicated problems. However, when the FE method is used for structures of infinite extent it is essential to introduce artificial boundaries to limit the area of computation. Here, a non-reflecting boundary is developed using a damped tapered tip for application in a finite element model representing an infinite supported beam. The FE model of the tapered tip is validated against an analytical model based on Bessel functions. The reflection characteristics of the FE tapered tip are quantified using a wave/FE superposition method. It is shown that the damped tapered tip is much more effective than its constant counterpart and achieves reduction of the model size. The damped tapered tip is applied to a simple FE railway track model and good agreement is found when its point mobility is compared with an analytical infinite track model.

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More information

Accepted/In Press date: 24 October 2014
e-pub ahead of print date: 17 November 2014
Published date: 17 February 2015
Organisations: Dynamics Group

Identifiers

Local EPrints ID: 381757
URI: http://eprints.soton.ac.uk/id/eprint/381757
ISSN: 0022-460X
PURE UUID: 8bcfef05-2ecd-4799-8646-8f817631067f
ORCID for David J Thompson: ORCID iD orcid.org/0000-0002-7964-5906

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Date deposited: 13 Oct 2015 10:34
Last modified: 15 Mar 2024 02:53

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Author: Jiannan Yang

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