王辉. 两不等直径圆柱高雷诺数时均风力场的数值模拟[J]. 力学与实践, 2010, 32(4): 18-21. DOI: 10.6052/1000-0879-lxysj2009-248
引用本文: 王辉. 两不等直径圆柱高雷诺数时均风力场的数值模拟[J]. 力学与实践, 2010, 32(4): 18-21. DOI: 10.6052/1000-0879-lxysj2009-248
NUMERICAL SIMULATION OF TIME-AVERAGED WIND FORCES ON TWO CYLINDERS OF UNEQUAL-DIAMETER AT HIGH REYNOLDS NUMBER[J]. MECHANICS IN ENGINEERING, 2010, 32(4): 18-21. DOI: 10.6052/1000-0879-lxysj2009-248
Citation: NUMERICAL SIMULATION OF TIME-AVERAGED WIND FORCES ON TWO CYLINDERS OF UNEQUAL-DIAMETER AT HIGH REYNOLDS NUMBER[J]. MECHANICS IN ENGINEERING, 2010, 32(4): 18-21. DOI: 10.6052/1000-0879-lxysj2009-248

两不等直径圆柱高雷诺数时均风力场的数值模拟

NUMERICAL SIMULATION OF TIME-AVERAGED WIND FORCES ON TWO CYLINDERS OF UNEQUAL-DIAMETER AT HIGH REYNOLDS NUMBER

  • 摘要: 圆柱间气动干扰研究具有重要的理论和现实意义. 尽管国内外开展了圆柱组合风效应的风洞试验研究, 但主要针对等直径圆柱, 并且雷诺数多为10^5以下. 考虑到工程结构风场的高雷诺数特征, 采用数值模拟方法, 模拟两不等直径圆柱在串列、并列及交错排列下的高雷诺数(Re=4.5\times 10^5)时均绕流场. 通过改变组合的间距和风向, 分析探讨两柱阻力、升力及总风力的变化规律.

     

    Abstract: The aerodynamic interference betweencylinders is a topic of great theoretical and practical significance. Though some windtunnel tests related to wind pressure distribution on cylinders complex havebeen carried out at home and abroad, only cylinders of equal-diameter and Reynolds number below 10^5 are considered. However,actual engineering structures are often immersed in wind flows of high Reynoldsnumber. This paper studies the time-averaged flow at high Reynolds number (Re=4.5\times10^5) around two cylinders of unequal-diameter, combined intandem, side-by-side and in staggered styles, which is simulated by numericalmethods, for various spacings and wind directions.The time-averaged drag, lift and resultant wind forces on twocylinders are obtained and analyzed. Which may serve as a reference forwind-resistant design for similar structures.

     

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