矩形断面迎风面脉动压力特性试验研究
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作者:
作者单位:

1.重庆大学 土木工程学院,重庆 400045;2.重庆建筑科技职业学院,重庆 401331

作者简介:

黄晖(1998- ),男,主要从事桥梁与建筑结构抗风研究,E-mail:hh0223@cqu.edu.cn。
HUANG Hui (1998- ), main research interests: wind-resistance of bridges and building structures, E-mail: hh0223@cqu.edu.cn

通讯作者:

李少鹏(通信作者),男,教授,博士生导师,E-mail:lishaopeng0314@163.com。

中图分类号:

TU312

基金项目:

国家自然科学基金(51978108);重庆市自然科学基金(cstc2020jcyj-msxmX0937)。


Experimental investigation of fluctuating wind pressure characteristics of rectangular windward side
Author:
Affiliation:

1.School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;2.Chongqing College of Architecture and Technology, Chongqing 401331, P. R. China

Fund Project:

National Natural Science Foundation of China (No. 51978108); Natural Science Foundation of Chongqing (No. cstc2020jcyj-msxmX0937)

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    摘要:

    当紊流流经矩形钝体时,由于漩涡的拉伸和旋转运动,其顺流向脉动压力具有明显的非定常性和空间三维性,且主要依赖于紊流积分尺度与结构特征尺寸之比。为了深入研究紊流尺度效应作用机理,以4:1矩形断面为研究对象,基于三维谱张量理论和刚性节段模型测压试验,系统研究矩形断面顺流向脉动压力的非定常气动力特性。结果表明:在紊流从矩形断面驻点至分离点运动过程中,脉动压力的谱能量从低频向高频转移,且该现象随着Lu/DLu为脉动风的纵向积分尺度,D为迎风面高度)的减小更明显。与之相比,紊流三维效应和畸变效应随Lu/D的增大而减弱,在此过程中脉动压力的能量由于阻塞效应只在低频发生了明显的衰减,在高频无明显变化。并通过引入三维压力导纳来揭示紊流作用下矩形断面迎风侧脉动压力的非定常效应机理,对于驻点压力,Lu/D越大,压力导纳越接近准定常理论;对于非驻点压力,其距驻点位置越远,阻塞效应对于低频能量的减弱作用越明显,紊流三维效应越弱,而高频的畸变效应则只由Lu/D控制。

    Abstract:

    When the turbulence flows through a rectangular blunt body, due to the stretching and rotating motion of the vortex, the downstream fluctuating pressure has obvious unsteadiness and spatial three-dimensionality, which mainly depends on the ratio of the turbulence integral scale to structural characteristic size. In order to further study the mechanism of turbulence scale effect, the unsteady aerodynamic characteristics of fluctuating pressure rectangular downstream direction on stationary rectangular cylinder with side ratio B/D=4 were investigated by the three-dimensional spectrum tensor theory and synchronically surface pressure measurement. The results show that when the turbulence moves from the stagnation point of the rectangular section to the separation point, the spectral energy of the fluctuating pressure shifts from low frequency to high frequency, and this phenomenon becomes more obvious with the decrease of Lu/D (Lu is the longitudinal integral scale of turbulence, D is the windward height). In contrast, the three-dimensional effect of turbulence and the distortion effect decrease with the increase of Lu/D. During this process, the energy of the fluctuating pressure is significantly attenuated only at low frequencies due to the blocking effect, and there is no significant change at high frequencies. Finally, the introduction of three-dimensional pressure admittance reveals the unsteady effect mechanism of the fluctuating pressure on the windward side of the rectangular section under the action of turbulence. For the pressure at the stagnation point, the greater the Lu/D, the closer the pressure admittance is to the quasi-steady theory; for the non-stagnation point pressure, the farther it is from the stagnation point, the more obvious the blocking effect of turbulence will weaken the low-frequency energy and the weaker the three-dimensional effect of turbulence. The distortion effect is controlled only by Lu/D.

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引用本文

黄晖,李少鹏,张亮亮,李智扬.矩形断面迎风面脉动压力特性试验研究[J].土木与环境工程学报(中英文),2024,46(4):143-150. HUANG Hui, LI Shaopeng, ZHANG Liangliang, LI Zhiyang. Experimental investigation of fluctuating wind pressure characteristics of rectangular windward side[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2024,46(4):143-150.10.11835/j. issn.2096-6717.2022.014

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  • 收稿日期:2021-11-02
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  • 在线发布日期: 2024-07-07
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