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普速列車(chē)與動(dòng)車(chē)組交會(huì )過(guò)程的車(chē)窗安全性研究
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(西南交通大學(xué) 機械工程學(xué)院,成都 610031)

作者簡(jiǎn)介:

周麗名(1992-),男,四川南充人,碩士研究生,主要從事車(chē)輛空氣動(dòng)力學(xué)方向的研究。 陳春俊(1967-),男,四川蒲江人,博士,博導,教授,主要從事自動(dòng)控制、高速列車(chē)氣動(dòng)性能測試、車(chē)輛空氣動(dòng)力學(xué)方向的研究。[FQ)]

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基金項目:

國家自然科學(xué)基金資助項目(51475387)。


Study on Safety of Windows in Intersection of Ordinary Fast Train and EMU
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(College of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031, China)

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    摘要:

    隨著(zhù)既有線(xiàn)路上普通快速列車(chē)和動(dòng)車(chē)組運行速度的提高,會(huì )車(chē)時(shí)兩車(chē)之間的氣動(dòng)壓力會(huì )明顯增大;因此,會(huì )車(chē)壓力波給交會(huì )的普通快速列車(chē)和動(dòng)車(chē)組造成的舒適性和安全性等影響明顯加劇;采用基于雷諾時(shí)均法(RANS)的RNG k-e二方程的湍流模型仿真計算普通快速列車(chē)時(shí)速140 km與動(dòng)車(chē)組時(shí)速200 km時(shí),明線(xiàn)和隧道兩種工況下會(huì )車(chē)過(guò)程的壓力波動(dòng)情況,并用計算得到的車(chē)窗處壓力從車(chē)窗玻璃的靜強度、車(chē)窗玻璃的動(dòng)態(tài)沖擊強度和車(chē)窗安裝強度三個(gè)方面分析了交會(huì )過(guò)程的車(chē)窗安全性;結果表明:明線(xiàn)會(huì )車(chē)過(guò)程兩車(chē)交會(huì )側車(chē)窗受正壓和負壓的影響,隧道會(huì )車(chē)過(guò)程兩車(chē)交會(huì )側車(chē)窗主要受較大的負壓的影響;受壓縮波和膨脹波的疊加影響,交會(huì )壓力波的頭波波峰和尾波波谷的波動(dòng)較小,而頭波波谷和尾波波峰的波動(dòng)較大;在隧道會(huì )車(chē)時(shí),動(dòng)車(chē)組車(chē)窗中心處的負壓極值最大值約為明線(xiàn)會(huì )車(chē)的3.87倍,壓力波幅值最大值和最大壓力平均變化率較接近;普通快速列車(chē)車(chē)窗中心處的負壓極值最大值約為明線(xiàn)會(huì )車(chē)的4.25倍,壓力波幅值最大值和最大壓力平均變化率相差較大;車(chē)窗的長(cháng)寬比越大,安裝結構強度越大,安裝結構越寬,安裝強度越大。

    Abstract:

    With the increasing of the speed of Ordinary Fast Train and EMU on the existing railway, the pneumatic pressure will be significantly increased when they passed each other. Therefore, the influence to the comfort and safety of ordinary fast train and EMU caused by passing pressure wave will clearly exacerbated. When ordinary fast train with the speed of 140 km/h and EMU with the speed of 200 km/h passed each other, the pressure during the process of rendezvous on open tracks and intersection in the tunnel was simulated and calculated by Reynolds averaged Navier - Stokes equations and RNG k-e equations. Meanwhile, the calculated results was used to analyze the safety of windows from three aspects respectively are the static strength, dynamic impact strength of window glass and window installation strength. Calculation results show that the side windows was effected by the positive and negative pressure when Ordinary Fast Train and EMU intersected on open tracks, it was mainly effected by the negative pressure during the process of rendezvous in the tunnel. By the superposition of the compressed wave and the expansion wave, the trough of the head wave and the peak of the coda wave fluctuate less, while the head wave troughs and tail wave crest of larger fluctuations, the maximal value of negative pressure at the window’s center of the EMU is about 3.87 times that of the open line, and the maximum value of the amplitude of the pressure wave close to the average change rate of the maximum pressure. The maximal value of negative pressure at the center of the window of the Ordinary Fast Train is about 4.25 times that of the intersection on open tracks. There is a larger difference between the maximum value of pressure wave amplitude and the average change rate of maximum pressure. The greater the aspect ratio of the window, the greater the strength of the installation structure, the wider the installation structure, the greater the installation strength.

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周麗名,陳春俊,王東威.普速列車(chē)與動(dòng)車(chē)組交會(huì )過(guò)程的車(chē)窗安全性研究計算機測量與控制[J].,2017,25(8):230-233.

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  • 收稿日期:2017-02-24
  • 最后修改日期:2017-03-15
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  • 在線(xiàn)發(fā)布日期: 2017-09-08
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