Issue |
MATEC Web Conf.
Volume 178, 2018
22nd International Conference on Innovative Manufacturing Engineering and Energy - IManE&E 2018
|
|
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Article Number | 06021 | |
Number of page(s) | 6 | |
Section | Mechanical and Manufacturing Equipment Devices and Instrumentation | |
DOI | https://doi.org/10.1051/matecconf/201817806021 | |
Published online | 24 July 2018 |
Influence of the rail dampers on the frequencydomain response of the rail
1
University Politehnica of Bucharest, Department of Railway Vehicles, Splaiul Independenţei 313, Bucharest, Romania
2
SNTFC CFR Călători S.A., Bdul Dinicu Golescu 38, Bucharest, Romania
* Corresponding author: trmazilu@yahoo.com
Rail dampers are mechanical devices mounted at both sides of the rail web aiming to reduce the vibration along the rail. In this way, a shorter length of the rail vibrates effectively and the rolling noise is less intense. In this paper, a continuous model consisting in an infinite Timoshenko beam on multi-elastic layers is adopted for the railway track with rail dampers. The equations of motion are solved using the Green's function method and the frequency-response of UIC 49 rail is derived and analysed in terms of the receptance and decay rate of vibration depending on the possible dimensions of the rail dampers.
© The Authors, published by EDP Sciences, 2018.
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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