Chapter
Feb 8, 2022
Second International Conference on Rail Transportation

Influence of Plane Curve Irregularity on Vehicle Dynamics

Publication: ICRT 2021

ABSTRACT

Taking subway vehicles as an example, this paper compares the influence of track irregularity on the dynamic response of vehicles on a straight line, and studies the changes of vertical wheel-rail force, lateral wheel-rail force, derailment coefficient, wheel weight loss rate, and other dynamic responses of vehicles when the train is running on a plane curve. The research results show that, when the definite track irregularity exists on the curved line, the impact on the vehicle dynamic response is more significant than that on the straight line. Therefore, it is suggested that when analyzing the vehicle dynamics response, the analysis of the vehicle dynamics response under the curve model should be emphasized. As the radius of the curve or the operating speed increases, the safety of subway vehicles becomes worse. Therefore, when the subway is running, the speed through the curve must match the curve radius. The welding seam irregularities at different curve positions have different effects on the vehicle dynamic response. The influence on the straight and gentle points is the largest, the influence on the circular curve section is in the middle, and the influence on the gentle points is the smallest.

Get full access to this article

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

REFERENCES

China Metros. (2019) " Urban Rail Transit 2018 Annual Statistics and Analysis Report." J. China Metros, 2019(04):16-34.
Zhai Wanming, Zhao Chunfa. (2016) " Frontier and Challenge of Modern Rail Transit Engineering Science and Technology."J. Journal of Southwest Jiaotong University, 51(2): 209-226.
Shi Guangtian, Yang Jianjin, Yang Xinwen et al. (2017) "Vertical coupling vibration analysis of vehicle-line-bridge based on dynamic flexibility method. " J. Journal of Central South University (Natural Science Edition), 48 (4): 1119-1126.
LIU Zhiwei, LIU Jianxin, CAI Jiufeng, ZHANG Azhong, (2020) " Study on the Influence of the Small Radius Curve Rail Corruqation on Locomotive Curve Passing Safety of Heavy Haul Railway." J. Electric Drive for Locomotives, 2019(04):16-34. 10.13890/j.issn.1000-128x.2020.04.110
LEI ZhenYu, WANG ZhiQiang. (2020) "Analysis on the development characteristics of rail wear distribution in small radius curve section of subway." J. Journal of Mechanical Strength, 42(04):890-895.
PEI Chengjie, SONG Xiaolin, MU Ling.(2012) "Influence of Weld Irregularity on Dynamic Responses of Vehicle-track on Subgrade Vibration System." J. Computer Aided Engineering, 21(06):26-30.
Wu Lei, Li Wie, Xiao Xinbiao, Jin Xuesong. (2016) " Influence of Planar and Vertical Design on Safety and Stability of a 200 km /h Locomotive." J. Journal of Sichuan University of Science & Engineering(Natural Science Edition), 29(03):50-54.
LI Guopeng, CHEN Dilai, LIU Jianxin, CHEN Qing.(2014) " Effect of rail corrugation on dynamical response of metro vehicle." J. Journal of Chongqing University of Technology(Natural Science), 28(05):13-18+38.
MA Shuai, GAO Liang, LIU Xiubo, TU Jun, SUN Jinglin, WEI Yawei.(2019) "Measurement and Analysis of Rail Welded Joint Irregularity of Ballastless Track for Passenger and Freight Mixed Railway." J. Railway Engineering, 59(02):152-156.
Zhai Wan-ming.(2015) Vehicle-track coupling dynamics: the days (the fourth edition). Beijing: science press.

Information & Authors

Information

Published In

Go to ICRT 2021
ICRT 2021
Pages: 402 - 410
Editors: Wanming Zhai, Ph.D., Southwest Jiaotong University, Kelvin C. P. Wang, Ph.D., Oklahoma State University, and Shengyang Zhu, Ph.D., Southwest Jiaotong University
ISBN (Online): 978-0-7844-8388-6

History

Published online: Feb 8, 2022
Published in print: Feb 8, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu. E-mail: [email protected]
Xiaoan Zhang [email protected]
State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu. E-mail: [email protected]
Guangtian Shi [email protected]
School of Mechanical Engineering, Lanzhou Jiaotong Univ., Lanzhou. E-mail: [email protected]
Xiaoyun Zhang [email protected]
School of Mechanical Engineering, Lanzhou Jiaotong Univ., Lanzhou. E-mail: [email protected]
Zhenxing He [email protected]
School of Mechanical Engineering, Lanzhou Jiaotong Univ., Lanzhou. E-mail: [email protected]
School of Mechanical Engineering, Lanzhou Jiaotong Univ., Lanzhou. 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
$118.00
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
$118.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share