不同风攻角4∶1矩形柱绕流大涡模拟OA
Large-eddy simulation of flow around a 4∶1 rectangular cylinder at various attack angles
采用大涡模拟方法,在雷诺数为1.1×10⁴和均匀流条件下,研究了宽高比4∶1矩形柱在风攻角α=0°~12°时的整体气动参数、表面压力分布、平均流场特性和瞬态流动特征,分析了矩形柱气动性能和流场特征的风攻角效应及其流动机理.在小风攻角α=0°~1°下,矩形柱绕流场呈上、下表面分离剪切层再附流态,流场对称性较高;平均和脉动气动力系数较小.在大风攻角α=3°~12°时,上表面保持分离剪切层再附,而下表面则未发生稳定的再附现象,在下侧面和尾流形成较大的回流区;随着攻角的增加,平均气动力系数绝对值总体呈现增大趋势,斯托罗哈数减小.在大攻角情况下,4∶1矩形柱受到更强和周期更长的横流向气动力作用,可能诱发涡激振动或改变涡振的风速锁定区间与振幅.
Using the large eddy simulation method,the overall aerodynamic parameters,surface pressure dis-tribution,mean flow characteristics,and transient flow features of a 4∶1 rectangular cylinder were studied at attack angles of α=0°-12°,Reynolds number of 1.1×10⁴,and a uniform inflow condition.The attack angle effects of the aerodynamic performance and flow field characteristics of the rectangular cylinder,as well as their flow mechanisms,were analyzed.At small attack angles α=0°-1°,the flow around the rectangular cyl-inder exhibits a reattachment flow pattern of the separated shear layers on the upper and lower surfaces,and shows a higher symmetry of the flow field.The mean and fluctuating aerodynamic force coefficients are rela-tively small.At large wind attack angles α=3°-12°,the separated shear layer remains reattaching to the upper surface,while the lower surface does not show stable reattachment,forming large recirculation zones on the lower side and in the wake.As the attack angle increases,the absolute values of the mean aerodynamic force coefficients generally show an increasing trend,and the Strouhal number decreases.Under large attack angles,the 4∶1 rectangular cylinder is subjected to stronger and longer-period cross-flow aerodynamic forces,which may induce vortex-induced vibrations(VIV)or alter the lock-in wind speed interval and amplitude of VIV.
董浩天;王亚松;许庆;杜晓庆
上海大学力学与工程科学学院,上海 200444||上海大学高性能桥梁研究中心,上海 200444上海大学力学与工程科学学院,上海 200444上海大学力学与工程科学学院,上海 200444上海大学力学与工程科学学院,上海 200444||上海大学高性能桥梁研究中心,上海 200444
交通工程
桥梁抗风矩形柱风攻角大涡模拟气动性能流场特性
bridge wind resistancerectangular cylinderattack anglelarge eddy simulationaerodynamic performanceflow characteristics
《东南大学学报(自然科学版)》 2026 (3)
443-451,9
国家自然科学基金资助项目(52478534,52008239,51978392)桥梁结构抗风技术交通行业重点实验室开放课题基金资助项目(KLWRTBMC24-02)福建省住建厅科学技术计划资助项目(2025-K-19).
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