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青藏线棚车在强横风下的倾覆稳定性

高广军 段丽丽 苗秀娟

中南大学学报(自然科学版)2011,Vol.42Issue(4):1150-1155,6.
中南大学学报(自然科学版)2011,Vol.42Issue(4):1150-1155,6.

青藏线棚车在强横风下的倾覆稳定性

Overturning stability of box-car on Qinghai-Tibet railway line with strong cross wind

高广军 1段丽丽 1苗秀娟1

作者信息

  • 1. 中南大学交通运输工程学院,轨道交通安全教育部重点实验室,湖南长沙,410075
  • 折叠

摘要

Abstract

Scaled model and wind tunnel test were used to research on the aerodynamic performance of the box-car on 5 m high embankment and 15 m high bridge, and the relationship between the aerodynamic coefficients and the side sliding angle was gotten. Based on this, math models were built of the whole train overturning on the track and the car-body overturning on the bogie according to static moment balance, and the relationship between running speed and critical overturning wind speed was also gotten when they are running on straight and curve lines. The results show that the aerodynamic coefficients of the whole train increase with the increase of side sliding angle, and reach the maximum when the side sliding angle reaches 75° and decrease a little while on bridge. The critical wind speed of car-body overturning on bogie is less than that of train overturning on track, so train speed regulation should be based on car-body overturning on bogie. If train stays on a curve embankment or bridge, the critical wind speeds are 37.0 and 39.5 m/s separately, and if train speed is 100 kin/h, the critical wind speed is near 30 m/s. If train stays on a straight embankment or bridge, the critical wind speeds are 45.0 and 49.0 m/s separately. If train speed is 120 km/h, the critical wind speed is near 33 m/s.

关键词

棚车/倾覆稳定性/风洞试验/气动性能/横风

Key words

box-car/ overturning stability/ wind tunnel test/ aerodynamic performance/ cross wind

分类

交通工程

引用本文复制引用

高广军,段丽丽,苗秀娟..青藏线棚车在强横风下的倾覆稳定性[J].中南大学学报(自然科学版),2011,42(4):1150-1155,6.

基金项目

国家支撑计划项目(2006BAC07B03) (2006BAC07B03)

中南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1672-7207

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