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

PSD Analysis on Rail Roughness for Beijing Metro

Publication: Resilience and Sustainable Transportation Systems

ABSTRACT

The power spectral density (PSD) analysis of rail roughness is a key problem. It can directly represent the rail roughness level and provide a high-frequency excitation in the train-track coupled model. As there was no PSD for the metro ballastless track, more than 400 samples of rail unevenness of four typical types of track in Beijing Metro were measured and analysed. Besides, according to the existing research, the power function formula was adopted in this paper and the functional expressions of the four typical types of track of the Beijing Metro roughness spectrum were then proposed by using the classic periodogram method.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Bongini, E., Grassie, S. L., and Saxon, M. J. (2012). "‘Noise Mapping’of a Railway Network: Validation and Use of a System Based on Measurement of Axlebox Vibration." Noise and Vibration Mitigation for Rail Transportation Systems, 505-513. Springer.
Galvín, P., François, S., Schevenels, M., Bongini, E., Degrande, G., and Lombaert, G. (2010). "A 2.5 D coupled FE-BE model for the prediction of railway induced vibrations." Soil Dynamics Earthquake Engineering, 30(12), 1500-1512.
Garg, V. (2012). Dynamics of railway vehicle systems. Elsevier, London.
German Federal Railways Munich Research Center (1993). Intercity Express Train ICE Technical Mission Book. Department of Science and Technology, Ministry of Railways, German, translated by Southwest Jiaotong University, China. (in Chinese), Germany.
Grassie, S. L, Saxon, M. J. and Smith, J. D. (1998). "Measurement of irregularities underpins grinding criteria." Railway Gazette International, (08), 163-166.
Grassie, S. L. (2009). "Rail corrugation: characteristics, causes, and treatments." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail Rapid Transit, 223(6), 581-596.
Grassie, S. L. (2012). "Rail irregularities, corrugation and acoustic roughness: characteristics, significance and effects of reprofiling." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail Rapid Transit, 226(5), 542-557.
Gupta, S., Stanus, Y., Lombaert, G., and Degrande, G. (2009). "Influence of tunnel and soil parameters on vibrations from underground railways." Journal of Sound and Vibration, 327(1-2), 70-91.
Gupta, S., and Degrande, G. (2010). "Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach." Journal of Sound and Vibration, 329(8), 1101-1125.
Gupta, S., Liu, W. F., Degrande, G., Lombaert, G., and Liu, W. N. (2008). "Prediction of vibrations induced by underground railway traffic in Beijing." Journal of Sound and Vibration, 310(3), 608-630.
AEJ Hardy, RRK Jones, and S Turner (2006). "The influence of real-world rail head roughness on railway noise prediction." Journal of Sound and Vibration, 293(3-5), 965-974.
Hung, H. H. Chen, G. H., and Yang, Y. B. (2013). "Effect of railway roughness on soil vibrations due to moving trains by 2.5 D finite/infinite element approach." Engineering Structures, (57), 254-266.
ISO 3095 (2011). Railway applications-Acoustics-Measurement of noise emitted by railbound vehicles. International Organization for Standardization, London.
Xiong Kang, XiuBo Liu, HongYan Li, Fei Yang, JianMin Gao, and WanMing Zhai (2014). "PSD of ballastless track irregularities of high-speed railway." Scientia Sinica Technologica, 44(7), 687-696.
Xiaoyan Lei, and N-A Noda (2002). "Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile." Journal of Sound Vibration, 258(1), 147-165.
D Lyon, and JG Mather (1974). "Track stiffness and damping measurements and theoretical consideration." BR Tech. Note TNTS, 22.
Jens CO Nielsen (2008). "High-frequency vertical wheel–rail contact forces—Validation of a prediction model by field testing." Wear, 265(9-10), 1465-1471.
Research Group on Random Vibration of Changsha Railway Institute etc (1985). "Research on Random Excitation Functions for Rolling Stock/Track System." Journal of Changsha Railway University, 2), 1-36.
Yoshihiko Sato (1977). "Study on high-frequency vibrations in track operated with high-speed trains," Rep. No. 0033-9008. Railway Technical Research Institute, Quarterly Reports, Japan.
X Sheng, CJC. Jones, and DJ. Thompson (2006). "Prediction of ground vibration from trains using the wavenumber finite and boundary element methods." Journal of Sound and Vibration, 293(3-5), 575-586.
Hans Verbraken, Geert Lombaert, and Geert Degrande (2011). "Verification of an empirical prediction method for railway induced vibrations by means of numerical simulations." Journal of Sound and Vibration, 330(8), 1692-1703.
E Verheijen, and A Van Beek (2003). "Definition of track influence, roughness in rolling noise." Harmonoise Report.
Lan, Wang (1998). "Random Vibration Theory of Railtrack Structure and it’s Application in the Study of Railtrack Vibration Isolation,"thesis, presented to CHINA ACADEMY OF RAILWAY SCIENCES, China, in partial fulfillment of the requirements for the the degree of Doctor of Philosophy.
Qing-yuan Xu, Bin Yan, Ping Lou, and Xiao-lin Zhou (2015). "Influence of slab length on dynamic characteristics of subway train-steel spring floating slab track-tunnel coupled system." Latin American Journal of Solids Structures, 12(4), 649-674.
Qing-yuan Xu, Xi Ou, FTK Au, Ping Lou, and Zu-cai Xiao (2016). "Effects of track irregularities on environmental vibration caused by underground railway." European Journal of Mechanics-A/Solids, 59), 280-293.
Hougui Zhang, Weining Liu, Weifeng Liu, and Zongzhen Wu (2014). "Study on the cause and treatment of rail corrugation for Beijing metro." Wear, 317(1-2), 120-128.
Hougui Zhang (2015). "Mechanisms and Treatment Solutions for Rail Corrugation on Beijing Metro," thesis, presented to Beijing Jiaotong University, China, in partial fulfillment of the requirements for the the degree of Doctor of Philosophy.

Information & Authors

Information

Published In

Go to Resilience and Sustainable Transportation Systems
Resilience and Sustainable Transportation Systems
Pages: 627 - 634
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

Permissions

Request permissions for this article.

Authors

Affiliations

School of Civil Engineering, Beijing Jiaotong Univ., Haidian District, Beijing, P.R. China. E-mail: [email protected]
Jialiang Chen [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Haidian District, Beijing, P.R. China. E-mail: [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Haidian District, Beijing, P.R. China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$174.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$174.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share