journal article·2022-02-08Open access

Influence of Wind Barriers with Different Curvatures on Crosswind Aerodynamic Characteristics of a Train-Bridge System

Ping Lou, Wei Tao, Chenzhi Cai, Xuhui He, Yunfeng Zou, Yuyan Ai

Applied Sciences· Volume 12· Issue 3

Abstract

Wind barriers can effectively reduce the risk of overturning and derailment of high-speed trains running on a bridge under crosswind. However, it can adversely affect the wind resistance of the bridge. There are few studies on the aerodynamic performance of curved wind barriers. In this paper, the effects of curved wind barriers with four curvatures (0, 0.2, 0.35, and 0.50) and different train-bridge combinations on the crosswind aerodynamic characteristics of a train-bridge system are investigated. The results show that the curved wind barrier can significantly reduce the wind speed below a certain height on the bridge deck. The curved wind barrier with small curvature can better reduce the aerodynamic force of the train; however, it greatly increases the aerodynamic force of the bridge. A wind barrier with a curvature of 0.35 is recommended because it takes into account the aerodynamic characteristics of the train and bridge at the same time. The porosity of a wind barrier greatly influences the aerodynamic performance of the train on the track of the windward side of the bridge, while the wind barrier has little effects on the train on the track of the leeward side of the bridge. The aerodynamic performance of the train on the track of the windward side of the bridge is less affected by whether or not a train on the track of the leeward side of the bridge is present.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Aerodynamics and Fluid Dynamics Research · Wind and Air Flow Studies · Fluid Dynamics and Vibration Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering, Central South University, Changsha 410075, China

Key Laboratory of Heavy Railway Engineering Structure of Education Ministry, Central South University, Changsha 410075, China

Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Central South University, Changsha 410075, China

Funding

National Natural Science Foundation of China

References (23)

Show source-provided references
1. The flow around high speed trains10.1016/j.jweia.2009.11.002 ↗
2. Aerodynamic characteristics of train/vehicles under cross winds10.1016/S0167-6105(02)00346-X ↗
3. Cross-wind effects on road and rail vehicles10.1080/00423110903078794 ↗
4. Crosswind effects on the stability of a model passenger train-A comparison of static and moving experiments10.1016/j.jweia.2014.11.009 ↗
5. Characterisation of cross-flow above a railway bridge equipped with solid windbreaks10.1016/j.engstruct.2016.07.035 ↗
6. Zou, Y.F., Fu, Z.Y., He, X.H., Cai, C.Z., Zhou, J., and Zhou, S. (2019). Wind load characteristics of wind barriers induced by high-speed trains based on field measurements. Appl. Sci., 9.10.3390/app9224865 ↗
7. Protection Effects of Railway Wind Barrier on Running Safety of Train Under Cross Winds10.1260/1369-4332.17.8.1177 ↗
8. Wind tunnel testing on a train model subjected to crosswinds with different windbreak walls10.1016/j.jweia.2019.104013 ↗
9. Reserach on the wind-sheltering performance of different forms of corrugated wind barriers on railway bridges
10. Sheltering efficiency of wind barriers on bridges10.1016/j.jweia.2012.04.027 ↗
11. Optimizing height and porosity of roadway wind barriers for viaducts and bridges10.1016/j.engstruct.2014.09.029 ↗
12. Aerodynamic characteristics of a trailing rail vehicles on viaduct based on still wind tunnel experiments10.1016/j.jweia.2014.10.004 ↗
13. Analysis on running safety of train on bridge with barriers subjected to cross wind10.12989/was.2013.17.2.203 ↗
14. Aerodynamic response of high-speed trains under crosswind in a bridge-tunnel section with or without a wind barrier10.1016/j.jweia.2020.104502 ↗
15. Analysis of the effects of lateral wind on a high speed train on a double routed railway track with porous shelters10.1016/j.jweia.2018.11.011 ↗
16. Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds10.12989/was.2015.20.2.213 ↗
17. Aerodynamic and aeroelastic characteristics of typical bridge decks equipped with wind barriers at the windward bridge-deck edge10.1016/j.engstruct.2017.01.055 ↗
18. Numerical simulation for curve windshield barrier effects on wind environment around bridge deck
19. Effects of bird protection barriers on the aerodynamic and aeroelastic behaviour of high speed train bridges10.1016/j.engstruct.2014.09.035 ↗
20. A new version of detached-eddy simulation, resistant to ambiguous grid densities10.1007/s00162-006-0015-0 ↗
21. Two-equation eddy-viscosity turbulence models for engineering applications10.2514/3.12149 ↗
22. Effects of architectural shapes on surface wind pressure distribution: Case studies of oval-shaped tall buildings10.1016/j.jobe.2017.06.009 ↗
23. Numerical and experimental study of the flow through a geometrically accurate porous wind barrier model10.1016/j.jweia.2013.11.010 ↗