斜置拉索表面脉动风力特性研究

杜晓庆;顾 明

振动与冲击 ›› 2012, Vol. 31 ›› Issue (4) : 139-144.

PDF(2766 KB)
PDF(2766 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (4) : 139-144.
论文

斜置拉索表面脉动风力特性研究

  • 杜晓庆1; 顾 明2
作者信息 +

Characteristics of fluctuating forces on an inclined stay cable

  • DU Xiao-qing1; GU Ming2
Author information +
文章历史 +

摘要

采用一套可调节拉索模型倾角和风向角的试验装置,通过同步测压风洞试验,测得了三维拉索(考虑了拉索的倾角和风向角)表面的脉动风压分布。风洞试验考虑了风向角和Re数的影响,试验风向角为0~45°,试验 Re数为1.17×105 和2.34×105,两种Re数分别处在亚临界区和临界区内。通过进一步的分析,得到了两种Re数下风压功率谱、脉动风力和风力功率谱随风向角的变化情况。研究表明:随着风向角的增大,斜拉索的Strouhal数逐渐减小;当Re数进入临界区后,拉索的脉动风压分布和脉动风力将发生很大变化

Abstract

With the help of a specially designed test set-up, a series of wind tunnel tests were carried out on an inclined and yawed cable model to obtain its fluctuating pressure distributions. The effects of Reynolds number and wind angles on the fluctuating forces of the cable model were investigated. The wind angles ranged from 0o to 45o, and the Reynolds numbers were 1.17×105 (at a subcritical regime) and 2.34×105 (at a critical regime). Furthermore, RMS (Root Mean Square) aerodynamic forces, power spectrums of fluctuating pressures and fluctuating forces were presented at several different wind angles. It is found that Strouhal number will decrease with increasing of the wind angle. Moreover, Characteristics of fluctuating pressures and fluctuating forces will change dramatically when the Reynolds number increasing from subcritical regime to critical regime.

关键词

斜拉桥 / 三维拉索 / 临界Re数 / 风洞试验 / 脉动风压 / 脉动风力 / 频域分析

Key words

cable-stayed bridge / inclined stay cable / critical Reynolds number / wind tunnel test / fluctuating pressure / fluctuating force / frequency domain analysis

引用本文

导出引用
杜晓庆;顾 明. 斜置拉索表面脉动风力特性研究[J]. 振动与冲击, 2012, 31(4): 139-144
DU Xiao-qing;GU Ming. Characteristics of fluctuating forces on an inclined stay cable[J]. Journal of Vibration and Shock, 2012, 31(4): 139-144

PDF(2766 KB)

1302

Accesses

0

Citation

Detail

段落导航
相关文章

/