Drive-by detection of railway track stiffness variation using in-service vehicles

被引:43
|
作者
Quirke, Paraic [1 ,2 ]
Cantero, Daniel [3 ]
OBrien, Eugene J. [1 ]
Bowe, Cathal [2 ]
机构
[1] Univ Coll Dublin, Sch Civil Engn, Dublin, Ireland
[2] Iarnrod Eireann Irish Rail, Tech Dept, Engn & New Works, Dublin, Ireland
[3] Norwegian Univ Sci & Technol, Dept Struct Engn, Trondheim, Norway
关键词
Railway; track; stiffness; drive-by; vehicle track interaction; cross entropy; VIBRATIONS;
D O I
10.1177/0954409716634752
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Railway track stiffness is an important track property which can help with the identification of maintenance related problems. Railway track stiffness can currently be measured using stationary equipment or specialised low-speed vehicles. The concept of using trains in regular service to measure track stiffness has the potential to provide inexpensive daily drive-by' track monitoring to complement data collected by less-frequent monitoring techniques. A method is proposed in this paper for the detection of track stiffness variation through an analysis of vehicle accelerations resulting from the vehicle-track dynamic interaction. The cross-entropy optimisation technique is applied to determine the track stiffness profile, which generates a vehicle response that best fits the measured vertical accelerations of a railway carriage bogie. Numerical validation of the concept is achieved by using a two-dimensional half-bogie dynamic model, representing a railway vehicle, to infer a global track stiffness profile along a track. The track stiffness measurement algorithm is implemented in Matlab. This paper reports the results of the numerical simulations. The proposed method gives good estimates of the track stiffness. To the authors' knowledge, this is the first time an optimisation technique has been applied to the determination of railway track stiffness.
引用
收藏
页码:498 / 514
页数:17
相关论文
共 50 条
  • [1] Theoretical and practical discussion of drive-by monitoring of railway bridges using in-service vehicles
    Zouizza, Achraf
    Azmi, Malika
    STRUCTURAL MONITORING AND MAINTENANCE, AN INTERNATIONAL JOURNAL, 2024, 11 (02): : 149 - 171
  • [2] Monitoring lateral track irregularity from in-service railway vehicles
    Weston, P. F.
    Ling, C. S.
    Goodman, C. J.
    Roberts, C.
    Li, P.
    Goodall, R. M.
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2007, 221 (01) : 89 - 100
  • [3] Monitoring vertical track irregularity from in-service railway vehicles
    Weston, P. F.
    Ling, C. S.
    Roberts, C.
    Goodman, C. J.
    Li, P.
    Goodall, R. M.
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2007, 221 (01) : 75 - 88
  • [4] Perspectives on railway track geometry condition monitoring from in-service railway vehicles
    Weston, P.
    Roberts, C.
    Yeo, G.
    Stewart, E.
    VEHICLE SYSTEM DYNAMICS, 2015, 53 (07) : 1063 - 1091
  • [5] Condition monitoring of railway tracks using in-service vehicles - Development of probe system for track condition monitoring
    Tsunashima, Hitoshi
    Matsumoto, Akira
    Kojima, Takashi
    Mizuma, Takeshi
    Japanese Railway Engineering, 2008, (161): : 6 - 10
  • [6] Development of railway track condition monitoring from multi-train in-service vehicles
    Balouchi, F.
    Bevan, A.
    Formston, R.
    VEHICLE SYSTEM DYNAMICS, 2021, 59 (09) : 1397 - 1417
  • [7] Prediction of mud pumping in railway track using in-service train data
    Zeng, Cheng
    Huang, Jinsong
    Xie, Jiawei
    Zhang, Bo
    Indraratna, Buddhima
    TRANSPORTATION GEOTECHNICS, 2021, 31
  • [8] Detection, localisation and quantification of stiffness loss in a bridge using indirect drive-by measurements
    Gonzalez, Arturo
    Feng, Kun
    Casero, Miguel
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2023,
  • [9] Determination of railway track longitudinal profile using measured inertial response of an in-service railway vehicle
    OBrien, Eugene J.
    Quirke, Paraic
    Bowe, Cathal
    Cantero, Daniel
    STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2018, 17 (06): : 1425 - 1440
  • [10] A Feasibility Study of the Drive-By Method for Damage Detection in Railway Bridges
    Carnevale, Marco
    Collina, Andrea
    Peirlinck, Tim
    APPLIED SCIENCES-BASEL, 2019, 9 (01):