Study on the splashing behavior of high-speed railway ballast in ice and snow environment: Analysis of the influence of the train speed, ice mass and striking position

被引:2
作者
Xiao, Hong [1 ,2 ]
Chi, Yihao [1 ,2 ]
Zhang, Zhihai [1 ,2 ]
Nadakatti, Mahantesh M. [3 ]
Wei, Shaolei [1 ,2 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Beijing Jiaotong Univ, Beijing Key Lab Track Engn, Beijing 100044, Peoples R China
[3] KLSGIT, Dept Mech Engg, Belgaum 590008, Karnataka, India
基金
中国国家自然科学基金;
关键词
High-speed railway; Ballasted track; Snow flight; DEM-MBD-CFD coupling analysis method; Prevention measures; FLIGHT; FLOW; ACCUMULATION; PERFORMANCE; UNDERBODY; BOGIES;
D O I
10.1016/j.conbuildmat.2023.134383
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The snow flight in severe cold regions has occurred on many high-speed railway lines in China, directly impacting the safety of high-speed railway operations. However, the research on this problem has not been carried out systematically at present, and the establishment of the theoretical simulation model remains blank. In this paper, the DEM-MBD-CFD coupling analysis method is used to build a refined simulation model of snow flight on high-speed train-ballasted track, which reproduces the actual scenes of three typical cases where the snow flight hits the train body and verifies the reliability of the model with field test results. The results show that the wind pressure amplitude at the center of the ballast bed is the largest, the bottom of the rail is the second largest, and the shoulder of the ballast is the smallest. After the ballast particles fly away from the ballast bed, the main power source is the negative pressure generated by the train's airflow field. The number of flying ballast particles and the impact force on the train floor grow with the increase of train speed. When the train speed increases to 400 km/h, the average impact force increases to 12.76 kN, which is approximately 8.7 times the impact force at 250 km/h. With the increase of ice mass, the impact stress first increases rapidly and then slowly. When the ice mass is 7 kg, the impact stress has exceeded the yield strength of the train body, seriously affecting the safety of the operation. Many prevention measures, such as reducing the operation speed, implementing ice and snow removal, installing anti-splash coating and grille, and optimizing the structure design, can be taken to reduce the damage of snow flight.
引用
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页数:14
相关论文
共 46 条
  • [1] Investigation of the Effect of Block Size, Shape, and Freeze Bond Strength on Flexural Failure of Freshwater Ice Rubble Using the Discrete Element Method
    Afzali, Soroosh
    Taylor, Rocky
    Bailey, Eleanor
    Sarracino, Robert
    Boroojerdi, Marjan T.
    [J]. JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 2021, 143 (05):
  • [2] Numerical investigation of snow accumulation on a high-speed train by snow saltation
    Bae, Jinkyu
    Shon, Soonho
    Kwon, Hyeokbin
    Yee, Kwanjung
    [J]. INTERNATIONAL JOURNAL OF RAIL TRANSPORTATION, 2023, 11 (04) : 465 - 489
  • [3] Bettez M., 2011, Winter technologies for High Speed Rail
  • [4] Mesoscale Mechanism of Asphalt Track Bed in Reducing Cyclic Settlement of Ballast Layer under High-Speed Train Traffic Loads
    Bian, Xuecheng
    Gao, Zelei
    Luo, Xue
    Cai, Degou
    Chen, Yunmin
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 2023, 149 (01)
  • [5] Discrete Element Modelling of Fractal Behavior of Particle Size Distribution and Breakage of Ballast under Monotonic Loading
    Chen, Cheng
    Zhang, Xin
    Sun, Yifei
    Zhang, Lei
    Rui, Rui
    Wang, Zhide
    [J]. FRACTAL AND FRACTIONAL, 2022, 6 (07)
  • [6] Probabilistic risk analysis of flying ballast hazard on high-speed rail lines
    Deng, Jieyi
    Liu, Xiang
    Jing, Guoqing
    Bian, Zheyong
    [J]. TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2018, 93 : 396 - 409
  • [7] Numerical study of ballast-flight caused by dropping snow/ice blocks in high-speed railways using Discontinuous Deformation Analysis (DDA)
    Ding, Dong
    Ouahsine, Abdellatif
    Xiao, Weixuan
    Du, Peng
    [J]. TRANSPORTATION GEOTECHNICS, 2020, 22
  • [8] Quantification of concrete railway sleeper bending moments using surface strain gauges
    Edwards, J. Riley
    Gao, Zhengboyang
    Wolf, Henry E.
    Dersch, Marcus S.
    Qian, Yu
    [J]. MEASUREMENT, 2017, 111 : 197 - 207
  • [9] Real-time evaluation of mechanical qualities of ballast bed in railway tamping maintenance
    Gao, Liang
    Shi, Shunwei
    Zhong, Yanglong
    Xu, Meng
    Xiao, Yixiong
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2023, 248
  • [10] Study of the flow between the train underbody and the ballast track
    Garcia, Javier
    Crespo, Antonio
    Berasarte, Aitor
    Goikoetxea, Javier
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2011, 99 (10) : 1089 - 1098