Impact Simulation Analysis of Wind Resistance Brakes on High-speed Train Aerodynamic Performance under Crosswind Conditions

Journal Title: Urban Mass Transit - Year 2024, Vol 27, Issue 10

Abstract

Objective As the train operational speed increases, various braking methods become essential for ensuring high-speed train emergency safety braking. Wind resistance brakes, which complement wheel-rail adhesion brakes, have garnered extensive attention. The installation of wind resistance brake plates affects the train streamlined shape and can influence train operational safety under crosswind conditions. To ensure train operational safety and braking performance in high wind environments, it is necessary to thoroughly investigate the impact law of different brake plate configurations on train aerodynamic performance under crosswind conditions. Method Using three-dimensional, constant, incompressible Navier-Stokes equation and k-ε two-equation turbulence model, the influence of crosswind existence and varying brake plate heights on of high-speed train flow field and aerodynamic force are investigated. Result & Conclusion Simulation research results indicate that under crosswind conditions, the aerodynamic resistance on train carbody and brake plates increases along carbody direction, while the lateral force decreases. When the brake plate height increases from 0.5 m to 1 m, the proportion of brake plate resistance in overall resistance rises from 54.89% to 69.92%, with the maximum reaching 56 kN. The proportion of brake plate lateral force in overall lateral force is less than 1%, indicating that different brake plate heights have relatively little impact on train overall lateral force. The brake plates have a certain stopping effect on the incoming flow, and there is flow field interference between closely spaced brake plates. The influence of brake plates on lateral forces is minor. With proper preliminary design of brake plates, wind resistance brakes can be an effective train braking solution with minimal impact on train operational stability.

Authors and Affiliations

Yongrong JIN, Chun TIAN, Xiaoli CHEN

Keywords

Related Articles

Calculation Method for Soil Displacement Caused by Non-horizontal Parallel Double-line Shield Tunnel Construction Based on Modified Loganathan Formula

Objective To investigate the law of surrounding soil displacement induced by construction under the arrangement of non-horizontal parallel double-line shield tunnels, a soil displacement calculation method based on modif...

Research on Track-covering Vacuum Cleaner with Adjustable Parameters for Urban Rail Transit

[Objective] In view of the difficulty to remove the iron dust generated by rail grinding in urban rail transit, it is necessary to design a set of track-covering vacuum cleaners with adjustable parameters (abbreviated as...

Real-time Data Sharing Platform Technology for Rail Transit Management Systems

[Objective] With the development of the rail transit industry and advancements in sensing and positioning technologies, numerous low-cost data collection devices are now connected to the internet, which enables access...

Research on the Manufacturing Process of Steel Bridge Piers for Suspended Monorail Transit

[Objective] Manufacturing accuracy of the steel bridge pier, which is an important part of the suspended monorail transit system, determines the erection and installation of track beams, thereby affecting the train smo...

Layout and Assembly Selection Algorithm for Standard Ring+Turning Ring Shield Tunnel Segments

Objective To address the challenges associated with the manual layout and point selection of S+T (standard rings+turning rings (double-sided wedges)) in shield tunnel segments, including high subjectivity, complex calcul...

Download PDF file
  • EP ID EP749216
  • DOI 10.16037/j.1007-869x.2024.10.013
  • Views 81
  • Downloads 0

How To Cite

Yongrong JIN, Chun TIAN, Xiaoli CHEN (2024). Impact Simulation Analysis of Wind Resistance Brakes on High-speed Train Aerodynamic Performance under Crosswind Conditions. Urban Mass Transit, 27(10), -. https://europub.co.uk/articles/-A-749216