全风向角方柱横风向荷载作用机理
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上海大学

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TU973

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国家自然科学基金(52478534; 52008239);桥梁结构抗风技术交通行业重点实验室开放课题基金(KLWRTBMC24-02)


Action mechanism of crosswind loading on a square cylinder at full incidences
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Shanghai University

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    摘要:

    超高层建筑的横风向荷载及其响应是抗风设计的重点问题,澄清方柱升力的作用机理有助于理解风荷载特性和提出新的气动措施。采用三维大涡模拟方法,在雷诺数为2.2×104时,研究了全风向均匀流作用下方柱的气动性能和流场特性。探讨了流场结构、风压场和气动力之间的内在关系。重点分析了分离泡的动力特性及其对方柱升力的影响机制。大涡模拟得到的方柱气动性能和流场结构与风洞试验结果吻合良好。在风向角10°至20°时,方柱一侧表面会形成非定常分离泡,在分离剪切流中形成的一系列旋涡会发生合并、再附、脱落等现象。单侧分离泡的出现会引起方柱阻力下降和斯托罗哈数增大,造成方柱局部表面出现强负压,引起较强的瞬时横风向升力作用。

    Abstract:

    Across-wind loads and their responses are key to the design of super-tall buildings. Clarifying the action mechanism of lift force on a square cylinder helps understand the characteristics of wind loading and raise new aerodynamic control methods. Three-dimensional large eddy simulation (LES) is adopted to investigate flow patterns around and aerodynamics of a square cylinder at a uniform inflow, full incidences .and a Reynolds number of 22000. The relationship between flow structures, pressure fields, and aerodynamic forces is discussed. Special attentions have been paid on the dynamic characteristics of separation bubbles and their influence mechanism on the lift of the cylinder. The present numerical results are consistent with the wind-tunnel experiments. There are unsteady separation bubbles at one side of the cylinder at incidences 10°~20°. Multiple vortices are observed behind the separated shear layer, and would collapse, reattach, or re-separate then. The single side separation bubble causes a reduction of drag and an increase of Strouhal number, resulting in local strong negative pressures and a high instantaneous cross-wind lift.

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杜晓庆,李世龙,董浩天,等. 全风向角方柱横风向荷载作用机理[J]. 科学技术与工程, , ():

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  • 收稿日期:2025-12-28
  • 最后修改日期:2026-06-10
  • 录用日期:2026-06-30
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