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横风下不同编组长度城际动车组气动载荷规律分析OA北大核心CSTPCDEI

Analysis of aerodynamic load law of intercity EMU with different length under cross-wind

中文摘要英文摘要

横风是城际动车组运行时产生晃动和不稳定现象的重要原因.为提高城际动车组在横风条件下的运行安全性和稳定性,并找到动车组最优的编组配置,开展城际动车组在横风环境下的气动载荷研究.基于三维、非定常、不可压的DES湍流模型,采用新型城际动车组研究有/无横风环境不同编组长度对列车气动特性的影响,分析城际动车组在高架运行时各节车厢周围流场变化情况,探究城际动车组气动载荷变化规律.研究结果表明:当无横风时,头车和尾车的阻力系数大于中间车,且随着车速的增加头车和尾车的阻力系数基本不变;尾车的升力系数大于头车和中间车,且随着车速的增加头车和尾车的升力系数基本不变.当有横风时,头车的阻力系数反向增大,尾车的阻力系数正向增大,头尾车阻力系数随速度的增大而减小,中间车基本不变;头车升力系数小于尾车和中间车,编组越长,中间车升力系数波动减缓,且随速度的增大而减小.对于侧向力系数,横风使头车侧向力系数最大,中间车次之,尾车最小.编组越长,中间车侧向力系数波动越小;对于倾覆力矩系数,横风使头车倾覆力矩反向最大,中间车次之,尾车最小,随速度的增大而减小.此外,不同编组的城际列车在运行中存在着不同的气动特性,长编组列车在相同条件下具有更好的稳定性和舒适性,且城际动车组车头各种载荷变化波动最大,需要重点关注.研究可为优化列车设计、提高运行安全性和稳定性提供科学依据.在城际动车组设计和编组时,应当优先选择较长编组,以确保列车运行安全和稳定.

Crosswinds play a significant role in the sway and instability of operating intercity electrical multiple units(EMU)trains.To improve the safety and stability of EMU trains and determine the optimal train formation,this paper intended to investigate the aerodynamic loads on EMU trains under crosswinds.Based on the three-dimensional unsteady incompressible DES turbulence model,a new intercity EMU train was adopted to study the influence of characteristic loads on the train with different lengths under crosswinds or without crosswinds.By analyzing the change of flow field around each carriage when the train is running on the viaduct,the variation law of aerodynamic loads on the train was explored.The results show that without crosswinds,head and tail cars experience higher drag force coefficients compared to middle cars,with little change as speed increases.The lift force coefficient of the tail carriage is slightly greater than the head and middle carriages,and changed insignificantly with increasing train speed.With crosswinds,the drag force coefficient of the head carriage increases reversely,and the drag force coefficient of the tail carriage increases positively.Additionally,the force coefficient of the head and tail carriages decreases with increasing train speed,while the middle carriages remain basically unchanged.The lift force coefficient of the head carriage is slightly smaller than the tail and middle carriages.The longer the formation,the smaller the fluctuation in the lift force coefficient of the middle carriages,and the lift force coefficient decreases with increasing train speed.For the side force coefficient,crosswinds cause the largest side force coefficient on the head carriage,followed by the middle carriages,and the smallest on the tail carriage.The longer the formation,the smaller the fluctuation in the side force coefficient of the middle carriages.Crosswinds cause the largest overturning moment coefficient in the reverse direction on the head carriage,then the middle carriages,and finally the tail carriage,which decreases with increasing speed.In addition,trains with different formations have different aerodynamic characteristics during operation.Long formation trains have better stability and comfort under the same conditions,and the train head has the largest fluctuation in various loads,which needs special attention.The research can provide scientific basis for optimizing train design and improving the operation safety and stability.In the design and formation of intercity EMU trains,long formations would be preferred to ensure safe and stable train operation.

黄尊地;彭程;陈传仰;许振国;周镇斌;伊严严;常宁

五邑大学 轨道交通学院,广东 江门 529020

交通运输

横风不同编组城际动车组气动特性数值仿真

crosswinddifferent groupintercity EMUaerodynamic characteristicsnumerical simulation

《铁道科学与工程学报》 2024 (004)

1567-1578 / 12

广东省基础与应用基础研究基金联合基金—青年基金资助项目(2019A1515111052);国家级大学生创新创业训练计划项目(202111349025)

10.19713/j.cnki.43-1423/u.T20231055

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