Experimental Study on Controlling Rail Corrugation by Tuning Rail Damper

Heng Zhang; Liang Jiang; Yu Jie Li; Lei Meng; Xiao Shi An

doi:10.4028/www.scientific.net/AMM.587-589.1002

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Experimental Study on Controlling Rail Corrugation...

Experimental Study on Controlling Rail Corrugation by Tuning Rail Damper

Abstract:

At a serious rail corrugation line along Beijing metro Yi-zhuang line, one experiment of controlling rail corrugation has done. Based on the test and analysis of rail vibration decay rate, rail surface roughness and vibration acceleration on the rail and track bed before and after install TRD, it is concluded that install TRD on rail waist could improve rail damping, enhance rail vibration decay rate, speed up vibration wave propagation decay in the rail, reduce the vertical vibration of rail and track bed, and control the development of rail corrugation.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1002-1006

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1002

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Online since:

July 2014

Authors:

Heng Zhang, Liang Jiang, Yu Jie Li, Lei Meng, Xiao Shi An

Keywords:

Acceleration, Decay Rate, Metro, Rail Corrugation, Roughness

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References

[1] Liu Weining, Ren Jing, Lin Weigeng, Wang Wenbin, Zhang Hougui. In-situ Tests and Analysis on Rail Corrugation of Beijing Metro [J]. URBAN RAPID RAIL TRANSIT, 2011. 24(3): 6-7. (In China).

Google Scholar

[2] Gu Aijun, Liu Weining, Zhang Hougui, Sun Xin. Impact of Rail Fastenings' Stiffness and Damping on Abnormal Rail Corrugation [J]. URBAN RAPID RAIL TRANSIT, 2011. 24(3): 17-20. (In China).

Google Scholar

[3] Guo Jianping, Liu Weining, Lei Qianxiang, Zhang Yanjun. Survey on and Solutions to Abnormal Rail Corrugation Problem of Beijing Metro Line4 [J]. URBAN RAPID RAIL TRANSIT, 2011. 24 (3): 10-13. (In China).

Google Scholar

[4] SHARMA S, Positive results from rail grinding in India [J]. International Railway Journal, 2004, XL IV (5): 41.

Google Scholar

[5] Sat o Y, Mat sumot o A. Review on rail corrugat ion s tudies [C]. Proceeding of the 5th International Conference on Contact mechanics and wear of Wheel/Rail System. Japan, July 25 to 28, 2000: 74-80.

Google Scholar

[6] EN 15461: 2008+A1: 2010 Railway applications-Noise emission-characterization of the dynamic properties of track selections for pass by noise menasurements (BS EN 15461: 2008+A1: 2010) [S].

DOI: 10.3403/30147387u

Google Scholar

[7] GB/T 198446-2005 Mechanical vibration-Measurement of vibration generated internally in railway tunnels by the passage of trains[S]. 2005: 7. (In China).

DOI: 10.3403/00971536u

Google Scholar

[8] EN 15610 Railway applications-Noise emission-Rail roughness measurement related to rolling noise generation (BS EN 15610: 2009) [S].

DOI: 10.3403/30179783

Google Scholar

[9] EN ISO 3095 Railway applications - Acoustics - Measurement of noise emitted by railbound vehicles (ISO 3095: 2006) [S].

DOI: 10.3403/19989788u

Google Scholar