Load quantification of the wheel-rail interface of rail vehicles for the infrastructure of light rail, heavy rail, and commuter rail transit

被引:5
|
作者
Lin, Xiao [1 ]
Edwards, J. Riley [1 ]
Dersch, Marcus S. [1 ]
Roadcap, Thomas A. [1 ]
Ruppert, Conrad, Jr. [1 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Rail Transportat & Engn Ctr, 205 N Mathews Ave, Urbana, IL 61801 USA
关键词
Rail transit; load quantification; light rail; heavy rail; commuter rail;
D O I
10.1177/0954409716684266
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The type and magnitude of loads that pass through the track superstructure have a great impact on both the design and the performance of the concrete crossties and fastening systems. To date, the majority of North American research that focus on quantifying the rail infrastructure loading conditions has been conducted on heavy-haul freight railroads. However, the results and recommendations of these studies may not be applicable to the rail transit industry due to a variety of factors. Unlike the freight railroads, which have standardized maximum gross rail loads and superstructure design practices for vehicles, the rail transit industry is home to a significant variety of vehicle and infrastructure designs. Some of the current transit infrastructure design practices, which were established decades ago, need to be updated with respect to the current loading environment, infrastructure types, and understanding of the component and system-level behavior. This study focuses on quantifying the current load environment for light rail, heavy rail, and commuter rail transit infrastructure in the United States. As an initial phase of this study, researchers at the University of Illinois at Urbana-Champaign (UIUC) have conducted a literature review of different metrics, which is used to evaluate the static, dynamic, impact, and rail seat loads for the rail transit infrastructure. UIUC will compare these methods and their computed values to determine which provide the most accurate depictions of the expected loading condition given a set of operating and infrastructure characteristics. A proper load quantification of rail transit systems, gained through an improved understanding of the load path and rail seat load, will help to establish the basis for developing recommendations for a mechanistic design process for the rail transit infrastructure components. Ultimately, the results of this research will allow transit agencies to increase the effectiveness of their capital spending and transit agencies will have the potential to improve safety, ride quality, capacity, and the life cycle of the rail transit infrastructure.
引用
收藏
页码:596 / 605
页数:10
相关论文
共 50 条
  • [21] Investigation on friction and wear behavior of wheel material of wheel-rail: a case study of addis ababa light rail transit
    Demisie, Leul Fenta
    Wolla, Desalegn Wogaso
    Zeleke, Fentahun Workie
    Lakew, Endalew Tigabie
    Ayalew, Yewondwosen Gzate
    Mengistu, Nakachew Genet
    Kassa, Mequanint Yilak
    Ayaliew, Tesfa Guadie
    INTERNATIONAL JOURNAL OF ADVANCED MANUFACTURING TECHNOLOGY, 2024, 134 (9-10): : 4551 - 4565
  • [22] The Impact of Structural Deformations of Wheelset and Rail on Wheel-Rail Contact
    Kaiser, I.
    PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY, 2010, 93
  • [23] Impact of Dynamic Characteristics of Wheel-Rail Coupling on Rail Corrugation
    Gao, Xiaogang
    Wang, Anbin
    Gu, Xiaohan
    Li, Wei
    SAE INTERNATIONAL JOURNAL OF VEHICLE DYNAMICS STABILITY AND NVH, 2019, 3 (02): : 131 - 141
  • [24] WHEEL-RAIL CONTACT MECHANICS FOR SHORT WAVELENGTHS RAIL IRREGULARITIES
    GROSSTHEBING, A
    KNOTHE, K
    HEMPELMANN, K
    VEHICLE SYSTEM DYNAMICS, 1992, 20 : 210 - 224
  • [25] INFLUENCE OF WHEEL-RAIL CONTACT FORCES ON FORMATION OF RAIL SHELLS
    MARTIN, GC
    HAY, WW
    MECHANICAL ENGINEERING, 1973, 95 (02) : 47 - 47
  • [26] Dynamic Wheel-Rail Interaction Over Rail Squat Defects
    Kaewunruen, Sakdirat
    Ishida, Makoto
    Marich, Stephen
    ACOUSTICS AUSTRALIA, 2015, 43 (01) : 97 - 107
  • [27] The effect of dynamic rail roll on the wheel-rail contact conditions
    Bezin, Y.
    Iwnicki, S. D.
    Cavalletti, M.
    VEHICLE SYSTEM DYNAMICS, 2008, 46 : 107 - 117
  • [28] Effect of Rail Corrugation on Dynamic Properties of Wheel-Rail System
    Song X.
    Zhai W.
    Wang K.
    2018, Chinese Academy of Railway Sciences (39): : 42 - 50
  • [29] Effect of Measured Wheel-Rail Creep Curves on Rail Wear
    Wang, Ping
    Song, Juan
    Yang, Chunkai
    An, Boyang
    Chen, Rong
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2024, 59 (05): : 1034 - 1042
  • [30] Characterization and mitigation of wheel-rail impact at a singular rail defect
    Tao, Hongyu
    Zhang, Pan
    JOURNAL OF VIBRATION AND CONTROL, 2023, 29 (19-20) : 4503 - 4513