Aerodynamics behavior and evolution mechanism of high-speed railway tunnel lining falling block

被引:0
|
作者
Yang W. [1 ,2 ]
Yang J. [1 ]
Liu Y. [1 ]
Wang A. [1 ]
Shi C. [1 ]
机构
[1] School of Civil Engineering, Central South University, Changsha
[2] National Engineering Research Center of High-speed Railway Construction Technology, Changsha
关键词
aerodynamic behavior; driving safety; flow field evolution mechanism; lining falling block; train wind;
D O I
10.19713/j.cnki.43-1423/u.T20220866
中图分类号
学科分类号
摘要
With the high-quality development of China’ s high-speed railway construction technology, the running speed of high-speed trains is constantly improving. Under the influence of high train speed and long service time, lining cracks and falling blocks in high-speed railway tunnels are increasingly prominent during the service period, seriously endangering the driving safety of high-speed trains. In order to investigate the influence of train wind and its flow field structure on the falling process of tunnel lining falling block under driving environment, a 3D air-solid coupling model of train-falling block-air was established to simulate the whole process of falling block moves from tunnel vault to ground under driving environment. The results are drawn as follows. (1) The falling process of lining falling blocks includes translation and rotation in three directions. The translational motion is mainly along the longitudinal motion of the train, the displacement of the longitudinal motion is approximately 4 times of the lateral displacement. The rotation is mainly along the horizontal axis. (2) The train wind and the lining falling block interact with each other. When the train wind acts on the falling block, the flow field around the falling block appears vortex and flows around, and then changes the motion posture and direction of the falling block. At the same time, the movement of the falling block further changes the structure of the flow field around it, which is repeated until it falls to the ground. (3) The longitudinal direction of the train is the main flow direction of the flow field structure. The train wind acts on the falling block, pushing its movement. As a result, the main movement direction of the lining falling block is along the longitudinal direction of the train. The lining falling block has different angle and different strength flow around the flow field structure with the change of time, so the rotation of the lining falling block is dominated by the horizontal axis. The research results have certain reference value for the prevention and control of the tunnel falling block disease and improvement of driving safety. © 2023, Central South University Press. All rights reserved.
引用
收藏
页码:1565 / 1577
页数:12
相关论文
共 20 条
  • [1] ASAKURA T, KOJIMA Y., Tunnel maintenance in Japan [J], Tunnelling and Underground Space Technology, 18, 2, (2003)
  • [2] Notice of China Railway Corporation on handling quality Problems of Guizhou section of Shanghai-Kunming High-speed Railway (Railway Construction Letter [2017] No. 839), (2017)
  • [3] DONG Shuang, LI Yongzhen, Treatment of post-construction settlement of open-cut tunnel in high-speed railway, Architectural Engineering Technology and Besign, 18, (2016)
  • [4] FU Jinyang, XIE Jiawei, WANG Shuying, Et al., Cracking performance of an operational tunnel lining due to local construction defects[J], International Journal of Geomechanics, 19, 4, (2019)
  • [5] Results of verification of standards for maintenance of railway structures [EB/OL], (2014)
  • [6] SHI Chenghua, WANG Ang, SUN Xiaohe, Et al., Aerodynamic behavior and impact on driving safety of spalling blocks comprising high-speed-railway tunnel lining, Applied Sciences, 12, 5, (2022)
  • [7] MEI Yuangui, Mianhui LI, GUO Rui, Aerodynamic load distribution characteristics of pressure wave when trains passing each other in high-speed railway tunnel[J], China Railway Science, 40, 6, (2019)
  • [8] LIU Tanghong, JIANG Zhenhua, CHEN Xiaodong, Et al., Wave effects in a realistic tunnel induced by the passage of high-speed trains[J], Tunnelling and Underground Space Technology, 86, (2019)
  • [9] WANG Ruili, Numerical study on aerodynamic effect of high speed train entering tunnel, (2015)
  • [10] CAO Hongkai, SHI Chenghua, YANG Weichao, Et al., Safety analysis of distribution box in tunnel under aerodynamic load of high-speed train[J], Journal of Railway Science and Engineering, 19, 4, (2022)