Flexural band gaps and vibration control of a periodic railway track

Abstract Periodic structures exhibit unique band gap characteristics by virtue of which they behave as vibro-acoustic filters thereby allowing only waves within a certain frequency range to pass through. In this paper, lateral and vertical flexural wave propagation and vibration control of a railway...

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Main Authors: Mohd Iqbal, Anil Kumar, Mahesh Murugan Jaya, Oreste Salvatore Bursi
Format: Article
Language:English
Published: Nature Publishing Group 2021-09-01
Series:Scientific Reports
Online Access:https://doi.org/10.1038/s41598-021-97384-3
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spelling doaj-fdabce1d534e4374baf4aea7b603f2ba2021-09-19T11:29:55ZengNature Publishing GroupScientific Reports2045-23222021-09-0111111310.1038/s41598-021-97384-3Flexural band gaps and vibration control of a periodic railway trackMohd Iqbal0Anil Kumar1Mahesh Murugan Jaya2Oreste Salvatore Bursi3Department of Mechanical and Industrial Engineering, Indian Institute of Technology RoorkeeDepartment of Mechanical and Industrial Engineering, Indian Institute of Technology RoorkeeDepartment of Structural and Geotechnical Engineering, Politecnico di TorinoDepartment of Civil, Environmental and Mechanical Engineering, University of TrentoAbstract Periodic structures exhibit unique band gap characteristics by virtue of which they behave as vibro-acoustic filters thereby allowing only waves within a certain frequency range to pass through. In this paper, lateral and vertical flexural wave propagation and vibration control of a railway track periodically supported on rigid sleepers using fastenings are studied in depth. The dispersion relations in both lateral and vertical directions are obtained using the Floquet-Bloch theorem and the resulting dispersion curves are verified using finite element models. Afterwards, tuned mass dampers (TMDs) with different mass ratios are designed to control vibrations of the examined rail in both the directions. Moreover, the influence of damping of rail and resonators on band gap characteristics is investigated. As a replacement to the conventional TMD, a novel possibility to control vibration relies on using another existing rail as a lateral distributed resonator (LDR). Although the effectiveness of LDR is lower than that of localized resonators, the former represents a simple and promising way to control vibrations. Efficacy of the proposed control methods is finally verified by applying a random Gaussian white noise input. The study presented here is useful to understand the propagation and attenuation behavior of flexural waves and to develop efficient and novel vibration control strategies for track structures.https://doi.org/10.1038/s41598-021-97384-3
collection DOAJ
language English
format Article
sources DOAJ
author Mohd Iqbal
Anil Kumar
Mahesh Murugan Jaya
Oreste Salvatore Bursi
spellingShingle Mohd Iqbal
Anil Kumar
Mahesh Murugan Jaya
Oreste Salvatore Bursi
Flexural band gaps and vibration control of a periodic railway track
Scientific Reports
author_facet Mohd Iqbal
Anil Kumar
Mahesh Murugan Jaya
Oreste Salvatore Bursi
author_sort Mohd Iqbal
title Flexural band gaps and vibration control of a periodic railway track
title_short Flexural band gaps and vibration control of a periodic railway track
title_full Flexural band gaps and vibration control of a periodic railway track
title_fullStr Flexural band gaps and vibration control of a periodic railway track
title_full_unstemmed Flexural band gaps and vibration control of a periodic railway track
title_sort flexural band gaps and vibration control of a periodic railway track
publisher Nature Publishing Group
series Scientific Reports
issn 2045-2322
publishDate 2021-09-01
description Abstract Periodic structures exhibit unique band gap characteristics by virtue of which they behave as vibro-acoustic filters thereby allowing only waves within a certain frequency range to pass through. In this paper, lateral and vertical flexural wave propagation and vibration control of a railway track periodically supported on rigid sleepers using fastenings are studied in depth. The dispersion relations in both lateral and vertical directions are obtained using the Floquet-Bloch theorem and the resulting dispersion curves are verified using finite element models. Afterwards, tuned mass dampers (TMDs) with different mass ratios are designed to control vibrations of the examined rail in both the directions. Moreover, the influence of damping of rail and resonators on band gap characteristics is investigated. As a replacement to the conventional TMD, a novel possibility to control vibration relies on using another existing rail as a lateral distributed resonator (LDR). Although the effectiveness of LDR is lower than that of localized resonators, the former represents a simple and promising way to control vibrations. Efficacy of the proposed control methods is finally verified by applying a random Gaussian white noise input. The study presented here is useful to understand the propagation and attenuation behavior of flexural waves and to develop efficient and novel vibration control strategies for track structures.
url https://doi.org/10.1038/s41598-021-97384-3
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