Experimental and Statistical Analysis of the Vertical Temperature Gradient, for Ballastless Railway Track, in Alpine and Plateau Environs

被引:0
|
作者
Lou, Ping [1 ,2 ]
Shi, Tao [1 ]
Zheng, Weiqi [1 ]
Sheng, Xingwang [1 ]
Li, Chuanshu [3 ]
Fischer, Szabolcs [4 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Cent South Univ, MOE Key Lab Engn Struct Heavy haul Railway, Changsha 410075, Peoples R China
[3] China Railway fifth Bur Grp, Changsha 410000, Peoples R China
[4] Szecheny Istvan Univ, Egyetemter 1, H-9026 Gyor, Hungary
基金
中国国家自然科学基金;
关键词
Ballastless track; Temperature distribution; Long-term field test; Vertical temperature gradient; alpine and plateau environs; Statistical analysis; CONCRETE BOX-GIRDER; SLAB TRACK; INTERFACE DAMAGE;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Temporal temperature evolution of ballastless railway track is a random process caused by complex environmental actions. The vertical temperature gradient (VTG), varying continuously with time, has significant effects on the repeated deformation of ballastless track. However, few researchers have considered the statistical analysis of VTGs in alpine and plateau environs characterized by high altitude, strong solar radiation and high diurnal temperature differences. In this study, a temperature field test platform of ballastless track was established in Shannan City, Tibet and the temperature field of ballastless track was measured. Based on four statistical methods, a Monte Carlo simulation (MCS), Gaussian mixture model (GMM), Generalized Pareto distribution (GPD) and a third-order polynomial normal transformation technique (TPNT), the VTGs of ballastless track in alpine and plateau areas, are statistically analyzed. The results show that the applied statistical methods, used for predicting the VTG representative value, in ballastless track, are feasible within different application conditions. The recommended positive and negative representative values of the VTG of ballastless track are 91.58 C-o/m and-40.15 C-o/m, and 82.83 oC/m and-35.03 C-o/m, with failure probabilities of 1% and 5% respectively, in alpine and plateau areas. The research results can provide a reference for the design and maintenance of ballastless track used in alpine and plateau environs.
引用
收藏
页码:123 / 142
页数:20
相关论文
共 50 条
  • [41] Experimental study on interlaminar displacement of CRTSⅡ ballastless track on bridge under temperature load
    Zhou L.
    Zhang Y.
    Yu Z.
    Zhang G.
    Zhao L.
    Yuan Y.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2020, 51 (08): : 2093 - 2101
  • [42] Fractal analysis of irregularity of ballastless track of high-speed railway considering the factor of wavelength
    Wu, Pengfei
    Li, Zaiwei
    Liu, Xiaozhou
    He, Yuelei
    Journal of Railway Science and Engineering, 2021, 18 (09) : 2217 - 2224
  • [43] Experimental study of temperature load determination method of bi-block ballastless track
    Zhao P.
    Liu X.
    Yang R.
    Guo L.
    Hu J.
    1600, Science Press (38): : 92 - 97
  • [44] Sensitivity Analysis of Railpad Parameters on Vertical Railway Track Dynamics
    Oregui, Maider
    Nunez, Alfredo
    Dollevoet, Rolf
    Li, Zili
    JOURNAL OF ENGINEERING MECHANICS, 2017, 143 (05)
  • [45] Experimental Study on Temperature Characteristics of CRTS I Twin-Block Ballastless Track
    Wan, Zhangbo
    Yang, Rongshan
    ENVIRONMENTAL VIBRATIONS AND TRANSPORTATION GEODYNAMICS, 2018, : 727 - 735
  • [46] REDUCING ENERGY CONSUMPTION IN THE DESIGN OF RAILWAY LINES - COMPENSATED CURVE OF THE VERTICAL TRACK GRADIENT
    HODAS, Stanislav
    PULTZNEROVA, Alzbeta
    CIVIL AND ENVIRONMENTAL ENGINEERING, 2022, 18 (01) : 29 - 38
  • [47] Experimental Study on Mechanical Properties of Bonded Rebars in Continuous Slab Ballastless Track of High-speed Railway
    Zhao H.
    Sun L.
    Li Q.
    Zhu B.
    Zhang Z.
    Liu W.
    Tiedao Xuebao/Journal of the China Railway Society, 2022, 44 (07): : 91 - 97
  • [48] Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway
    Renpeng Chen
    Xing Zhao
    Zuozhou Wang
    Hongguang Jiang
    Xuecheng Bian
    Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5 (04) : 306 - 311
  • [49] Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway
    Chen, Renpeng
    Zhao, Xing
    Wang, Zuozhou
    Jiang, Hongguang
    Bian, Xuecheng
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2013, 5 (04) : 306 - 311
  • [50] Analysis on Influence of Temperature Stress on Void of CRTS II Slab Ballastless Track
    Zhu, Wenjun
    Yang, Chengyue
    Yu, Zhongxu
    Xu, Yude
    Journal of Railway Engineering Society, 2023, 40 (09) : 33 - 37