Influence of Structural Types of CRTS I Plate-Type Ballastless Track on Aerodynamic Characteristics of High-Speed Train

Liming Du , Chenjie Bian , Peng Zhang

Urban Rail Transit ›› 2022, Vol. 8 ›› Issue (3-4) : 267 -285.

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Urban Rail Transit ›› 2022, Vol. 8 ›› Issue (3-4) : 267 -285. DOI: 10.1007/s40864-022-00173-y
Original Research Papers

Influence of Structural Types of CRTS I Plate-Type Ballastless Track on Aerodynamic Characteristics of High-Speed Train

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Abstract

In order to improve the running quality of trains on a ballastless track, the influence of the CRTS I ballastless track with different structures (flat-type and frame-type tracks) is investigated with respect to the aerodynamic characteristics of high-speed trains. In the present paper, the aerodynamic force changes on the head, middle, tail, and whole car of the high-speed train were studied under two conditions, with crosswind and without crosswind, and the influence of different crosswind speeds (10, 15, 20, 25, 30 m/s) on the aerodynamic force of the train was analyzed. The pressure and flow field distribution characteristics were also studied, and the reasons for the different aerodynamic characteristics of different track structures and trains running in different wind environments were analyzed, respectively. The results indicate that the ballastless track structure obviously influences the aerodynamic characteristics of the high-speed train. When there is no natural wind, compared with the flat track, the frame track reduces the drag and lateral forces of the train but increases the lift force. The frame track causes the drag force of the whole vehicle to decrease slightly (the maximum ratio is 2.15%), the lift force increases significantly (the maximum ratio is 12.55%), and the lateral force obviously decreases (the maximum ratio is 52.43%). The lift and lateral forces of the middle car are most affected, which is because the frame structure changes the vortex motion state of the middle car. Compared with the flat track, the drag force of each car on the frame track is reduced under the crosswind; the lift force of each car is increased, and the maximum increase in the lift force of the head, middle, and tail cars is 5.60%, 2.55%, and 3.63%, respectively; the lateral force of the tail car increases greatly at a wind speed of 15 m/s, reaching 6.84%. Due to the existence of the frame structure, the space under the vehicle increases, resulting in a decrease in the airflow rate and an increase in local pressure, which leads to changes in the train’s aerodynamic force. Meanwhile, the train’s aerodynamic change under the crosswind is smaller than that when there is no wind.

Keywords

High-speed train / Ballastless track / Aerodynamic performance / Flow field characteristics

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Liming Du, Chenjie Bian, Peng Zhang. Influence of Structural Types of CRTS I Plate-Type Ballastless Track on Aerodynamic Characteristics of High-Speed Train. Urban Rail Transit, 2022, 8(3-4): 267-285 DOI:10.1007/s40864-022-00173-y

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References

[1]

Xiao H, Zhang ZH, Chi YH, Wang XY, Wang HY, Jiang ZQ. Structural analysis and parametric study ballasted track in sandy regions. Constr Build Mater, 2022, 333

[2]

Garcia J, Crespo A, Berasarte A Study of the flow between the train underbody and the ballast track. J Wind Eng Ind Aerod, 2011, 99(10): 1089-1098

[3]

Ding D (2017) High speed railway ballasted track aerodynamics research based on wind tunnel test and CFD simulation. MA. Eng dissertation, Beijing Jiaotong University

[4]

Zhang Y, Sun ZX, Yao YF, Liu W, Yang GW, Guo DL. Influence of typical subgrade structures on aerodynamic characteristics of high speed trains in cross wind conditions. J Mech Eng, 2018, 54(4): 186-195

[5]

Li XZ, Wang M, Xiao J, Zou QY, Liu DJ. Experimental study on aerodynamic characteristics of high-speed train on a truss bridge: a moving model test. J Wind Eng Ind Aerodyn, 2018, 179: 26-38

[6]

Baker CJ. The simulation of unsteady aerodynamic cross wind forces on trains. J Wind Eng Ind Aerodyn, 2010, 98: 88-99

[7]

Gao C, Zhang JY, Li T, Sun Y. Research on aerodynamic characteristics of front brake panel of high-speed train. Railw Stand Des, 2020, 64(6): 172-176.

[8]

Li ZM, Li QL, Yang ZG. Flow structure and far-field noise of high-speed train under ballast track. J Wind Eng Ind Aerodyn, 2022, 220

[9]

Song L, Liu HB, Cui CX, Yu ZW, Li ZG. Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data. Constr Build Mater, 2020, 237(C): 117528

[10]

Chen M, Sun Yu, Shengyang Z, Wanming Z. Dynamic performance comparison of different types of ballastless tracks using vehicle-track-subgrade coupled dynamics model. Eng Struct, 2021, 249

[11]

Zhang JW, Cai CB, Zhu SY, Wang MZ, He QL, Yang SF, Zhai WM. Experimental investigation on dynamic performance evolution of double-block ballastless track under high-cycle train loads. Eng Struct, 2022, 254

[12]

Ramos A, Gomes Correia A, Calçada R, Connolly DP (2022) Ballastless railway track transition zones: an embankment to tunnel analysis. Transp Geotechn (prepublish):100728

[13]

Lin PZ, Wang YP, Li HM Coupling vibration characteristics of trains and subrail structures during high speed trains passing each other with same Speed. China Railw Sci, 2019, 40(6): 37-44.

[14]

Chen L, Yao QL. Numerical analysis on the influence of different ballastless tracks on vehicle dynamics. J East China Jiaotong Univ, 2016, 33(4): 1-9.

[15]

Jiang HG, Li YX, Wang YJ, Yao K, Yao ZY, Xue ZC, Geng XY (2022) Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement. Transp Geotech (prepublish):100721

[16]

Yang Y, Zhang GJ, Wu G, Cao DF. Study on fatigue damage laws and life prediction of CRTS-II ballastless track slab. Eng Struct, 2022, 252

[17]

Zhao L, Zhou LY, Yu ZW Experimental study on CRTS II ballastless track-bridge structural system mechanical fatigue performance. Eng Struct, 2021, 244

[18]

Zhou LY, Zhao L Experimental study on stiffness degradation of Crts II ballastless track-bridge structural system under fatigue train load. Constr Build Mater, 2021, 283

[19]

Mao J, Xi YH, Yang GW. Numerical analysis on the influence of train formation on the aerodynamic characteristics of high-speed trains under crosswind. China Railw Sci, 2012, 33(1): 78-85.

[20]

Huang T, Li T, Zhang JY. Effect of ballastless track on high-speed train aerodynamic characteristics. Chin Q Mech, 2014, 35(4): 604-614.

[21]

Deng E, Yang WC, Lei MF, Zhu ZH, Zhang PP. Aerodynamic loads and traffic safety of high-speed trains when passing through two windproof facilities under crosswind: a comparative study. Eng Struct, 2019, 188: 320-339

[22]

Xu G, Li H, Zhang J, Liang X. Effect of two bogie cavity configurations on the underbody flow and near wake structures of a high-speed train. J Appl Fluid Mech, 2019, 12(6): 1945-1955

[23]

Li T, Zhang J, Rashidi M, Yu M. On the Reynolds-averaged Navier–Stokes modelling of the flow around a simplified train in crosswinds. J Appl Fluid Mech, 2019, 12(2): 551-563

[24]

Xi YH (2012) Research on aerodynamic characteristics and running safety of high-speed trains under cross winds. Ph.D. dissertation, Beijing Jiaotong University

[25]

Mao J, Xi YH, Yang GW. Research on influence of characteristics of cross wind field on aerodynamic performance of a high-speed train. J China Railw Soc, 2011, 33(4): 22-30.

[26]

Liu ZC, Zhou D, Liang XF Research on aerodynamic characteristics of accelerating operation of high-speed train under wind environment. J China Railw Soc, 2018, 40(7): 40-46.

[27]

Bell JR, Burton D. Dynamics of trailing vortices in the wake of a generic high-speed train. J Fluidsand Struct, 2016, 65: 238-256

[28]

Xi YH, Mao J, Gao L Aerodynamic force/moment for high-speed train in crosswind field based on DES. J Central South University (Sci Technol), 2015, 46(3): 1129-1139.

[29]

Pan YC, Yao JW, Liang C Analysis on turbulence characteristics of vortex structure in near wake of high speed train. China Railw Sci, 2017, 38(2): 83-88.

[30]

Bocciolone M, Cheli F, Corradi R. Crosswind action on rail vehicles: wind tunnel experimental analyses. J Wind Eng Ind Aerodyn, 2008, 96(5): 584-610

[31]

Han YD, Yao S. Real vehicle test and numerical simulation of flow field in high-speed train bogie cabin. J Traffic Transp Eng, 2015, 15(6): 51-60.

[32]

Zhu JY, Hu ZW, Thompson DJ. Analysis of aerodynamic and aeroacoustic behaviour of a simplified high-speed train bogie. Noise Vib Mitig Rail Transp Syst, 2015, 37: 489-496

[33]

Cai HM, Zhang JY, Li T. Research on aerodynamic performance and flow field of high-speed train Bogie region. J Mech Eng, 2018, 54(12): 49-57

Funding

National Natural Science Foundation of China(11872136)

Natural Science Foundation of Liaoning Province(201602112)

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