矩形柱的涡振三维特性数值模拟研究
作者:
作者单位:

(1.中铁大桥勘测设计院集团有限公司,湖北 武汉 430071;2.深圳铁路投资建设集团有限公司,广东 深圳 518000;3.长沙理工大学 桥梁工程安全控制教育部重点实验室,湖南 长沙 410114)

作者简介:

熊涛(1983—),男, 中铁大桥勘测设计院集团有限公司高级工程师。

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中图分类号:

U443.32

基金项目:

国家自然科学基金资助项目(51822803,51978087);长沙理工大学校级科研资助项目(CX2021SS134)


Numerical simulation of three-dimensional vortex-induced vibration characteristics of rectangular columns
Author:
Affiliation:

(1. China Railway Major Bridge Reconnaissance & Design Institute Co.,Ltd.,Wuhan 430071,China;2. Shenzhen Railway Investment and Construction Group Co.,Ltd.,Shenzhen 518000,China;3. School of Civil Engineering,Changsha University of Science & Technology,Changsha,410114,China)

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    摘要:

    该研究基于二维雷诺平均 SST k-ω模型和三维大涡模型,对高宽比为1∶4的矩形柱涡激振动进行数值模拟,并从能量和流场的角度对其涡振机理进行对比和分析。先通过结合动网格技术的数值模拟方法,自编译UDF函数并将其嵌入Fluent软件,求解出矩形柱的振动响应;再将得到的结果与风洞试验的结果进行对比和分析;最后,从能量和流场的角度解释二维、三维数值模拟结果差异的原因。研究结果表明:二维、三维模型的数值模拟方法均能准确捕捉到矩形柱的涡激振动区间。其中,二维模型的幅值偏大。三维模型能更准确地捕捉到涡振振幅,三维与二维矩形柱模型在旋涡大小、结构形式和相位上的不同,使三维模型的升力整体小于二维模型的。但由于二维模型压力系数的均方差整体大于三维模型的,故可推测二维模型的输入能量大于三维的。这也是二维模型的振幅偏大的原因。该研究结果可以为类似桥梁断面的涡振数值计算提供参考。

    Abstract:

    Based on the two-dimensional Reynolds averaged SST k-ω and the three-dimensional large eddy simulation LES model,the vortex-induced vibration of a rectangular cylinder with an aspect ratio of 1∶4 was numerically simulated. The mechanism of vortex-induced vibration was compared and analyzed from the energy and perspective of the flow field. Through the numerical simulation method combined with the dynamic grid technology,the vibration response of the rectangular cylinder is solved by compiling and embedding UDF into Fluent,which is compared and analyzed with the wind tunnel test results. Besides,the difference between two-dimensional and three-dimensional numerical simulation results is explained from the energy and perspective of the flow field. The results show that the numerical simulation methods of two-dimensional and three-dimensional models can accurately capture the vortex-induced vibration range of a rectangular cylinder. The three-dimensional model can accurately capture the vortex vibration amplitude,but the amplitude of the two-dimensional model is too large. Due to the different vortex sizes,structural forms,and phases of the three-dimensional rectangular cylinder model,the lift of the three-dimensional model is less than that of the two-dimensional model as a whole. The root means the square of the pressure coefficient of the two-dimensional model is greater than that of the three-dimensional model as a whole. Therefore,the input energy of the two-dimensional model is greater than that of the three-dimensional model,resulting in a large amplitude of the two-dimensional model. The research findings can offer insights into the numerical calculation of vortex-induced vibration of bridge sections.

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引用本文

熊涛,许育升,陈银伟,等.矩形柱的涡振三维特性数值模拟研究[J].交通科学与工程,2023,39(2):62-70,79.
XIONG Tao, XU Yusheng, CHEN Yinwei, et al. Numerical simulation of three-dimensional vortex-induced vibration characteristics of rectangular columns[J]. Journal of Transport Science and Engineering,2023,39(2):62-70,79.

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  • 收稿日期:2021-08-31
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  • 在线发布日期: 2023-07-14
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