Rail Irregularity Power Spectrum of High-Speed Railways

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Abstract:

taking the rail spectrum of high-speed railways suggested by the China Academy of Railway Sciences for example. maked spectrum estimation of sample space using the equivalent method based on power spectrum in frequency range and obtains the power spectral density of rail irregularity through Matlab programming. Results show that the smaller the mean square value is, the smoother the rail is. For v=200km/h, the simulated peak values of rail irregularity are all smaller than 12mm; when the high-speed train travels at 350km/h, the sensitive wavelength that causes strong vibration of the body can reach 100m.

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99-103

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Garg VK, Dukkipati R V. Dynamics of Railway Vehicle Systems [M]. Academic Press, Canada, (1984).

Google Scholar

[2] Vijay K. Garg, Rao VDukkipati. Rail Vehicle System Dynamics [M], the first edition. Southwest Jiaotong University Press, (1998).

Google Scholar

[3] Grant E Hearn, Andrew V Metcalfe. Spectral Analysis in Engineering Concepts and Cases [M]. (1995).

Google Scholar

[4] CHEN Xiu-fang, JIN Shou-hua, ZENG Hua-liang. PSD analysis on track irregularity of railway line for passenger transport [J]. Engineering Sciences, 2008, 10(4): 56-59.

Google Scholar

[5] ZENG Zhi-ping, YU Zhi-wu, ZHANG Xiang-min, et a. l PSD analysis of track irregularity of continuously welded rail track in test zone of Qinghai-Tibet railway[J]. Journal of Railway Science and Engineering, 2008, 5(1): 37-40.

DOI: 10.1061/40996(330)338

Google Scholar

[6] YANG Wen - zhong, LIAN Song- liang, LIU Yang. Power spectrum fit analysis for railway track irregularities[ J]. Journal of Tong ji University: Natural Sciences, 2006, 34(3): 363-367.

Google Scholar

[7] I.Y. Shevtsov, V.L. Markine and C. Esveld. Optimal design of wheel profile for railway vehicles. Wear, 2005, 258: 1022~1030.

DOI: 10.1016/j.wear.2004.03.051

Google Scholar