首页|400 km/h高速铁路典型路基段风致行车安全研究

400 km/h高速铁路典型路基段风致行车安全研究

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以某设计速度 400 km/h的高速铁路 4种典型路基段结构为研究对象,采用风车路耦合动力分析方法,运用ANSYS和多体动力学软件SIMPACK分别建立路基和列车模型,分析CRH380动车组在环境风速 20~40 m/s区间工况,以速度400 km/h通过时车辆的动力响应.根据评价准则提出风致行车安全控制指标.结果表明:车体横向加速度反映列车横风稳定性,可以作为风致行车安全的控制指标;脱轨系数随着风速增大而增大,在风速不超过 40 m/s条件下,均未达到上限值0.8;4#路基段可以承受的环境风速最大,风致行车安全的效果最好;背风侧的车辆响应指标均明显好于迎风侧,对于横风影响下的动力仿真分析,应将迎风侧作为主要研究对象.
Study on wind-induced operation safety in typical subgrade sections of 400 km/h high-speed railways
Focusing on four representative subgrade section structures of a high-speed railway designed for speeds of 400 km/h,this article investigates the subgrade and train models that are established through the windmill road coupling dynamic analysis method and the ANSYS and multi-body dynamics software SIMPACK method,respectively.In doing so,the dynamic response of the CRH380 when passing at a speed of 400 km/h under 20-40 m/s ambient wind speed is analyzed.Based on the evaluation criteria,a control index of wind-induced operation safety is proposed.The findings indicate that the lateral acceleration response of the vehicle body serves as a viable control parameter for wind-induced operation safety.In addition,the lateral to vertical force ratio increases with increasing wind speed,but remains below the upper limit of 0.8 even at wind speeds up to 40 m/s.The 4#subgrade section exhibits the highest tolerance to maximum ambient wind speeds,offering optimal wind-induced operation safety.Moreover,the vehicle response index on the leeward side is significantly greater than that on the windward side.This suggests that the windward side should be the primary focus for the dynamic simulation analysis under the influence of crosswind.

high-speed railwaytypical subgradewind-train-track coupling vibrationdynamic responsewind-induced operation safety

郑晓龙、陈星宇、徐昕宇、周川江、杨泉

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中铁二院工程集团有限责任公司,四川成都 610031

高速铁路 典型路基 风车路耦合振动 动力响应 风致行车安全

国家重点研发计划项目中国中铁股份有限公司科技研究开发计划

2022YFB26034002022-重大-02

2024

现代城市轨道交通
中国铁道科学研究院

现代城市轨道交通

影响因子:0.301
ISSN:1672-7533
年,卷(期):2024.(3)
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