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斜置拉索表面脉动风力特性研究 被引量:3

Characteristics of fluctuating forces on inclined stay cable
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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。 With the help of a specially designed test set-up,a series of wind tunnel tests were carried out on an inclined and yawing cable model to obtain its fluctuating pressure distributions.The effects of Reynolds number and wind angle on fluctuating forces of the cable model were investigated.In tests,the wind angle ranges from 0° to 45°,and the Reynolds number tates 1.17×105(at a subcritical regime) or 2.34×105(at a critical regime).Furthermore,RMS(root mean square) of aerodynamic forces and power spectrums of fluctuating pressures and fluctuating forces were presented at several different wind angles.It is found that Strouhal number will decrease with the increase of wind angle.Moreover,characteristics of fluctuating pressures and fluctuating forces will change dramatically when the Reynolds number increases from subcritical regime to critical regime.
作者 杜晓庆 顾明
出处 《振动与冲击》 EI CSCD 北大核心 2012年第4期139-144,共6页 Journal of Vibration and Shock
基金 国家自然科学基金创新研究群体科学基金资助(50621062)
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 cable-stayed bridge inclined stay cable critical Reynolds number wind tunnel test fluctuating pressure fluctuating force frequency domain analysis
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参考文献21

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二级参考文献33

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共引文献37

同被引文献46

  • 1李文勃,林志兴,杨立波.超长斜拉索风阻系数及风雨激振的试验研究[J].振动.测试与诊断,2005,25(2):85-90. 被引量:19
  • 2顾明,杜晓庆.带人工雨线的斜拉桥拉索模型测压试验研究[J].空气动力学学报,2005,23(4):419-424. 被引量:9
  • 3刘庆宽.斜拉桥斜拉索风雨振时索表面水线摆动作用及规律的试验研究[J].土木工程学报,2007,40(7):62-67. 被引量:12
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  • 8Gu M,Lu Q. Theoretical analysis of wind-rain induced vibration of cables of cable-stayed bridges[J].Journal of Wind Engineering,2001.125-128.
  • 9Matsumoto M,Yagi T,Saka S. Steady wind force coefficients of inclined stay cables with water rivulet and their application to aerodynamics[J].Wind and Structures,2005,(02):107-120.
  • 10Xu Y L,Li Y L,Shum K M. Aerodynamic coefficients of inclined circular cylinders with artificial rivulet in smooth flow[J].Advances in Structural Engineering,2006,(02):265-278.doi:10.1260/136943306776986994.

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