当两列高速列车在隧道内相交时,空气动力载荷的突然变化导致乘坐舒适性降低

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hong He , Ling-Yi Diao , Wei-Chao Yang , Jun-Jie Liu , Yi-Kang Liu , E Deng
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引用次数: 0

摘要

两列火车相交时产生的侧向力会对火车安全产生不利影响,而且这种不利影响会随着火车速度的增加而变得更加明显。当列车在隧道内交叉时,由于隧道壁的限制性,空气动力学与开放线路不同。本研究利用归一化组(RNG)k-ε湍流模型和 "马赛克 "网格法,研究了隧道内时速 400 公里交叉时列车空气动力负荷和乘坐舒适性的变化,并与时速 350 公里时的情况进行了对比。结果表明,当迎面驶来的列车头列车通过时,每节车厢的空气动力负荷变化比尾部列车通过时更明显,在头列车和尾列车通过时观察到的变化最大。空气动力负荷的这种变化主要归因于机车区域的空气推力和列车之间涡流结构产生的负压。当速度从 350 公里/小时提高到 400 公里/小时时,列车的空气动力负荷增加了约 20% 至 40%,头列车的加速度增加了 20% 至 50%。车头列车的乘坐舒适性下降最为明显,车头列车的整体振动总值(OVTV)上升幅度最大,上升了 30.1%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Abrupt changing aerodynamic loads resulting in diminished ride comfort when two high-speed trains intersect in a tunnel
The lateral force exerted when two trains pass each other can adversely affect train safety, and this adverse effect becomes more pronounced as the train speed increases. When trains cross paths in tunnels, the aerodynamics differ from those in open lines due to the restrictive nature of tunnel walls. Utilizing the Renormalization Group (RNG) k-ε turbulence model and the “Mosaic” grid method, this research examines changes in aerodynamic load of the train and ride comfort during a intersection at 400 km/h in a tunnel and contrasts this with conditions at 350 km/h. The results indicate that the change in aerodynamic load on each carriage is more pronounced when the head train of the oncoming train passes than when its tail train passes, with the largest variation observed during the passing of both the head and tail trains. This alteration in aerodynamic load is primarily attributed to the air being pushed in the locomotive area and the negative pressure from the vortex structure between trains. When the speed is increased from 350 km/h to 400 km/h, the aerodynamic load on the train increases by approximately 20 % to 40 %, and the acceleration of the head train grows by 20 % to 50 %. The most noticeable decrease in ride comfort is observed in the head train, with the highest increase in the head train’s Overall Vibration Total Value (OVTV), which rises by 30.1 %.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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