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基于主动格栅脉动流场的抖振力测试与相关性研究 被引量:2

A study on buffeting force test and correlation based on active grid turbulence field
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摘要 为了探究钝体断面在紊流作用下抖振力的相关性机理,以矩形桥梁断面为例,在主动格栅产生的脉动流场中,通过测压试验并结合不同相关性模型拟合方法,研究了在不同脉动频率下抖振力的空间分布特性。对比探究矩形桥梁断面在静止状态以及运动状态抖振力空间相关性的变化,并利用matlab进一步分解自激力与抖振力,以此来分析自激力对抖振力展向相关性的影响;同时,通过天平测力试验(同步测压)对比了两种不同测力方法的试验结果。试验结果表明抖振阻力跨向相关性伴随着频率和跨向间距的增大而减小,在气动自激力的影响下,抖振力的跨向相关性能得到一定程度的提高,并高于来流脉动风速的相关性。 In order to study the correlation of buffeting forces on a bluff body,a rectangular cylinder was taken as an example.In the pulsating flow field of active grids,a pressure measurement method was applied to study the span-wise buffeting force under turbulent flow,combined with different correlation model fitting methods.The spatial correlation of buffeting force was compared with static and moving states to analyze the influence of the self-excited force on the correlation of the buffeting force,by decomposing the two forces with matlab.Two different force measurement methods(synchronous pressure measurement)were compared by a balance force test.The results show that the span-wise correlation of buffeting force decreases with the frequency and span spacing.Under the influence of aerodynamic self-excited force,the correlation was improved and larger than that of turbulence.
作者 向丹 朱立山 牛华伟 XIANG Dan;ZHU Lishan;NIU Huawei(Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University,Changsha 410082,China;Hunan Road&Bridger Construction Group Corp,Changsha 410004,China)
出处 《振动与冲击》 EI CSCD 北大核心 2020年第8期123-130,共8页 Journal of Vibration and Shock
基金 国家自然科学基金面上项目(51478181)。
关键词 紊流积分尺度 抖振力 展向相关性 自激力 integral length scale of wind fluctuations buffeting force span-wise correlation self-excited force
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  • 1张文学,陈伟,李文平.东京湾大桥风振与控制[J].世界桥梁,2005,33(4):60-64. 被引量:4
  • 2Davenport A G.The response of the slender,line-like structures to a gusty wind[J].ICE Proceedings,1962,23(3):389―408.
  • 3Roberts J B,Surry D.Coherence of grid generated turbulence[J].Journal of the Engineering Mechanics Division,1973,99(6):1227―1245.
  • 4Sankaran R,Jancauskas E D,Measurements of cross-correlation in separated flows around bluff cylinders[J].Journal of Wind Engineering and Industrial Aerodynamics,1993,49(1/2/3):279―288.
  • 5Jakobsen J B.Span-wise structure of lift and overturning moment on a motionless bridge girder[J].Journal of Wind Engineering and Industrial Aerodynamics,1996,69/70/71:795―805.
  • 6Kimura K,Fujino Y,Nakato H,et al.Characteristics of buffeting forces on flat cylinders[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,69/70/71:365―374.
  • 7Larose G L.The spatial distribution of unsteady loading due to gusts on bridge decks[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(12):1431―1443.
  • 8Larose G L,Mann J.Gust loading on streamlined bridge decks[J].Journal of Fluids and Structures 1998,12(5):511―536.
  • 9马存明.流线箱型桥梁断面三维气动导纳研究[D].成都:西南交通大学,2007.
  • 10ESDU 86010,Characteristic of atmospheric turbulence near the ground.Part III:Variations in space and time for strong winds(neutral atmosphere)[S].London:Engineering Sciences Data Unit,1986.

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