Determination of the primary technical parameters of the test bench for controlling the temperature of rails and rail bars of continuous welded rail

被引:0
|
作者
Tertychnyi, Vitalii [1 ]
Vatulia, Glib [1 ]
Belorusov, Oleksandr [1 ]
Kovalov, Maksym [1 ]
机构
[1] Ukrainian State Univ Railway Transport, Struct Mech & Hydraul Dept, 7 Feuerbach Sq, UA-61050 Kharkov, Ukraine
关键词
TRACK;
D O I
10.1051/matecconf/201713303002
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
One of the most important factors determining the reliability and safety of operation of the continuous welded rail track is the temperature of the rails. All conditions of laying, repair and maintenance of the track during the entire cycle of rails operation depend on it. The existing rail temperature monitoring method does not take into account a few significant factors and that leads to significant errors in determining the actual temperature of the rail bar. The authors propose a new rail temperature measurement method on a special test bench which maximally simulates possible environmental operating conditions for the rail bars, the profile of the roadway (embankment or cut), as well as the actual spatial latitude and meridian location of the rail slabs. At the bench, the studied rails are fastened with the help of rail braces on half ties, in the ballast bed, with sizes in accordance with the existing reference documents. At the first stage, the most common KB-65 intermediate fastener for the continuous welded rail in Ukraine will be used, while in subsequent stages KPP-5 fastening will be used.
引用
收藏
页数:4
相关论文
共 30 条
  • [1] The soil effect to efforts in rails of continuous welded rail track on bridges
    Smirnov, V. N.
    Dyachenko, A. O.
    Dyachenko, L. K.
    Andreeva, L. A.
    PROCEEDINGS OF THE INTERNATIONAL SCIENTIFIC CONFERENCE TRANSPORTATION GEOTECHNICS AND GEOECOLOGY (TGG-2017), 2017, 189 : 610 - 615
  • [2] Improved destressing of continuous welded rail for better management of rail neutral temperature
    Kish, A
    Samavedam, G
    RAILROADS: INTERCITY RAIL PASSENGER; TRACK DESIGN AND MAINTENANCE; AND OTHER TOPICS, 2005, (1916): : 56 - 65
  • [3] Analysis of rail structure interaction in continuous welded rails on railway bridges: a parametric analysis
    Neridu, Sairam
    Pasupuleti, Venkata Dilip Kumar
    Kalapatapu, Prafulla
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2024, 9 (10)
  • [4] Effectiveness of measuring stress-free temperature in continuously welded rails by Rail Creep Method and Rail Stress Modules
    Mandal, Nirmal K.
    Lees, Mitchell
    ENGINEERING FAILURE ANALYSIS, 2019, 104 : 189 - 202
  • [5] Numerical study on the characteristics of temperature distribution in continuous welded rail by solar radiation and rail orientation
    Han, Sang Hyeon
    Hwang, Su Ha
    Kim, Hong Jip
    Cho, Seong J.
    Lim, Nam Hyoung
    JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2020, 34 (11) : 4819 - 4829
  • [6] Numerical study on the characteristics of temperature distribution in continuous welded rail by solar radiation and rail orientation
    Sang Hyeon Han
    Su Ha Hwang
    Hong Jip Kim
    Seong J. Cho
    Nam Hyoung Lim
    Journal of Mechanical Science and Technology, 2020, 34 : 4819 - 4829
  • [7] Damage tolerance of fractured rails on continuous welded rail track for high-speed railways
    Yuan Gao
    Ping Wang
    Kai Wang
    Jingmang Xu
    Zhiguo Dong
    Railway Engineering Science, 2021, 29 (01) : 59 - 73
  • [8] Damage tolerance of fractured rails on continuous welded rail track for high-speed railways
    Gao, Yuan
    Wang, Ping
    Wang, Kai
    Xu, Jingmang
    Dong, Zhiguo
    RAILWAY ENGINEERING SCIENCE, 2021, 29 (01) : 59 - 73
  • [9] Damage tolerance of fractured rails on continuous welded rail track for high-speed railways
    Yuan Gao
    Ping Wang
    Kai Wang
    Jingmang Xu
    Zhiguo Dong
    Railway Engineering Science, 2021, 29 : 59 - 73
  • [10] Damage tolerance of fractured rails on continuous welded rail track for high-speed railways
    Yuan Gao
    Ping Wang
    Kai Wang
    Jingmang Xu
    Zhiguo Dong
    Railway Engineering Science, 2021, (01) : 59 - 73