Chapter
Jun 29, 2020
13th Asia Pacific Transportation Development Conference

Prediction Method of Track Irregularity Based on EMD

Publication: Resilience and Sustainable Transportation Systems

ABSTRACT

Usually the railway track irregularity is considered as the main vibration source of the wheel rail system, and the primary mission of railway track maintenance and repair work is decrease and eliminate the track irregularity. Accurately predicting the development trend of railway track irregularity can improve the maintenance efficiency of the existing railway line and ensure the train operation safety. According to the random factors and the wavelength of the track irregularity on the traffic state, using empirical mode decomposition (EMD) combined with the method of state probability, the different time sequence of track irregularity are analyzed and validated, obtained several different frequency intrinsic mode function by EMD decomposition method (intrinsic mode function, IMF) and the one remaining trend, then Hilbert transform is performed on each IMF, calculate the instantaneous frequency, to match the different times of the IMF; by irregularity over processing method for each IMF, calculate the state at different time of the track irregularity distribution; the accuracy of two examples show that the method presented in this paper, and analysis the error of prediction result. The results show that the prediction method has good prediction accuracy and can realize the accurate prediction of the track irregularity state of different wave length.

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REFERENCES

Luo, L. (1982). “Orbit random disturbance function.” China Railway Science., 1, 74-112.
Sato, Y. (2001). “Life-long maintenance of high-speed railways in Japan.” China Railway Science., 22(1), 6-14.
Hideo, M. (1998). “Experience of 30 Years of Track Maintenance in Tokaido Shinkansen, Japan.” Shanghai Railway Technology., 2, 43-45.
Uchida, Y. (1992). “Maintenance Management of High Speed Railway Tracks.” Railway Construction. 10, 6-9.
Xu, Y. D. and Wu, J. C. (2005). “Analysis of Track Irregularity Development Using Linear Prediction Model.” Journal of Shijiazhuang Railway University, 18(1), 6-9.
Chen, X. M. (2006). “Research on frequency-domain analysis and prediction method of orbital irregularity.” Institute of Railway Science, 99-101.
Gao, J. M. (2011). “Research on Prediction of Track Irregularity Based on State Transition Probability Matrix.” Railway Building, (7), 140-143.
Li, Z. W., Lian, S. L. and Zhou, J. L. (2012). “Time-frequency analysis of orbital irregularity based on improved EMD method.” Journal of Tongji University (Natural Science), 05, 702-706.
Li, Z. W. and Lian, S. L. (2012). “Application of Improved HHT Method in Analysis of Track Irregularity Signals.” Journal of Shenzhen University (Journal of Science and Engineering), 29(3), 270-275.

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Published In

Go to Resilience and Sustainable Transportation Systems
Resilience and Sustainable Transportation Systems
Pages: 582 - 591
Editors: Fengxiang Qiao, Ph.D., Texas Southern University, Yong Bai, Ph.D., Marquette University, Pei-Sung Lin, Ph.D., University of South Florida, Steven I Jy Chien, Ph.D., New Jersey Institute of Technology, Yongping Zhang, Ph.D., California State Polytechnic University, and Lin Zhu, Ph.D., Shanghai University of Engineering Science
ISBN (Online): 978-0-7844-8290-2

History

Published online: Jun 29, 2020
Published in print: Jun 29, 2020

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Authors

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School of Urban Rail Transportation, Shanghai Univ. of Engineering Science, Shanghai. E-mail: [email protected]
School of Urban Rail Transportation, Shanghai Univ. of Engineering Science, Shanghai. E-mail: [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Beijing. E-mail: [email protected]
China Railway 21st Group Co., Ltd., Lanzhou Gansu. E-mail: [email protected]

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