Modeling for Quantitative Analysis of Risk Factors of Railway Rail Break Event

被引:0
|
作者
An R. [1 ]
Jia C. [2 ]
Wang D. [3 ]
Liu R. [2 ]
Wang F. [1 ]
机构
[1] State Key Laboratory of Rail Traffic Control and Safety, Beijing Jiaotong University, Beijing
[2] School of Traffic and Transportation, Beijing Jiaotong University, Beijing
[3] Journal Editorial Department, China Railway Society, Beijing
来源
关键词
Cox's proportional hazards model; Rail break event; Railway line grid; Risk factors;
D O I
10.3969/j.issn.1001-8360.2019.02.003
中图分类号
学科分类号
摘要
The occurrence of rail break event is influenced by many factors and accurate identification of the effects of these factors is necessary for appropriate control of the rail break risk. In this study, a continuous railway line was divided into several consecutive 200-m-long grids. The factors-including human, equipment, environmental, and management factors that affect the occurrence of rail break events in different grid units-were then precisely quantified for the different grids. Based on the results, a method for quantitative analysis of the effects of the risk factors on rail break event was developed using the Cox's proportional hazards model. The validity of the model was verified by using the data on broken rails and life cycle data of rail production and management process acquired from the Daqin heavy-haul railway in China. This research creatively applied the Cox's proportional hazards model to the quantitative analysis of risk factors of railway rail break event, providing theoretical and practical significance for the risk control of railway system. © 2019, Department of Journal of the China Railway Society. All right reserved.
引用
收藏
页码:16 / 22
页数:6
相关论文
共 11 条
  • [1] Darwin I.I., Effect of Train Length on Railroad Accidents and a Quantitative Analysis of Factors Affecting Broken Rails, (2008)
  • [2] Liu X., Saat M.R., Barkan C.P.L., Analysis of Causes of Major Train Derailment and Their Effect on Accident Rates, Transportation Research Record Journal of the Transportation Research Board, 2289, 1, pp. 154-163, (2012)
  • [3] Kim J.K., Kim C.S., Fatigue Crack Growth Behavior of Rail Steel Under Mode I and Mixed Mode Loadings, Materials Science & Engineering A, 338, 1, pp. 191-201, (2002)
  • [4] Skyttebol A., Josefson B.L., Ringsberg J.W., Fatigue Crack Growth in a Welded Rail under the Influence of Residual Stresses, Engineering Fracture Mechanics, 72, 2, pp. 271-285, (2005)
  • [5] Sergejevs D., Mikhaylovs S., Analysis of Factors Affecting Fractures of Rails Welded by Alumino-thermic Welding, Transport Problems, 3, 4, pp. 33-37, (2008)
  • [6] Liu L., Wang W., Guo J., Et al., Prediction of Residual Fatigue Life for High-speed Railway Rail, Journal of Mechanical Strength, 4, pp. 120-126, (2012)
  • [7] Li C., Zhang Y., Chen C., Et al., Fracture Analysis of Rail of Daqin Railway, Failure Analysis and Prevention, 6, pp. 357-360, (2014)
  • [8] Palese J.W., Zarembski A.M., BNSF Tests Risk-based Ultrasonic Detection, Railway Track & Structures, (2001)
  • [9] Dick C.T., Barkan C.P.L., Chapman E.R., Et al., Multivariate Statistical Model for Predicting Occurrence and Location of Broken Rails, Transportation Research Record Journal of the Transportation Research Board, 1825, 1, pp. 48-55, (2003)
  • [10] Sourget F., Riollet A.M., PROBARAIL: a Statistical Tool to Improve Preventive Maintenance on Rails, Proceedings of the 7th World Congress on Railway Research, (2006)