周帅, 张志田, 陈政清, 牛华伟. 大长细比钝体构件涡激共振与驰振的耦合研究[J]. 工程力学, 2012, 29(1): 176-186.
引用本文: 周帅, 张志田, 陈政清, 牛华伟. 大长细比钝体构件涡激共振与驰振的耦合研究[J]. 工程力学, 2012, 29(1): 176-186.
ZHOU Shuai, ZHANG Zhi-tian, CHEN Zheng-qing, NIU Hua-wei. RESEARCH ON COUPLING OF THE VORTEX-EXCITED RESONANCE AND GALLOPING OF THE BLUFF BODY WITH LARGE SLENDERNESS RATIO[J]. Engineering Mechanics, 2012, 29(1): 176-186.
Citation: ZHOU Shuai, ZHANG Zhi-tian, CHEN Zheng-qing, NIU Hua-wei. RESEARCH ON COUPLING OF THE VORTEX-EXCITED RESONANCE AND GALLOPING OF THE BLUFF BODY WITH LARGE SLENDERNESS RATIO[J]. Engineering Mechanics, 2012, 29(1): 176-186.

大长细比钝体构件涡激共振与驰振的耦合研究

RESEARCH ON COUPLING OF THE VORTEX-EXCITED RESONANCE AND GALLOPING OF THE BLUFF BODY WITH LARGE SLENDERNESS RATIO

  • 摘要: 当细长结构的驰振临界风速位于涡激共振风速锁定区间内或者接近时,存在涡激共振与驰振两种不同类型风振现象耦合的可能。该文对这两种振动耦合进行了理论推导并建立了相关的耦合振动预测模型;根据3个大长细比钝体构件的工程实例,通过数值模拟和风洞试验等手段获得的相关风振参数分别估算了两类振动的临界风速与锁定区间。由风洞试验测得的构件实际振动曲线与预测模型吻合良好,从而证实了一定条件下构件涡激共振和驰振存在耦合的可能,定性地说明了在两种不同振动机理下产生的气动负阻尼会相互叠加并共同抵消结构机械阻尼,使涡激共振幅值增大,驰振临界风速提前。

     

    Abstract: Vortex-induced resonance and galloping are two common types of wind-induced vibrations for the slender structures. When the critical wind speed of galloping falls in the lock-in range of vortex-induced resonance or just closely, these two different vibrations are prone to be coupled. The coupling of these two types of vibrations is theoretically analyzed, and prediction models are formulated accordingly. Based on the investigation of three engineering examples of slender structures, the critical wind speed of galloping and lock-in range of vortex-induced resonance are respectively evaluated with the aerodynamic parameters identified from both numerical simulation and wind tunnel test. The actual vibration curves obtained from wind tunnel test are quite consistent with those from the prediction models, which demonstrated the possibility of the coupling of vortex-induced oscillation and galloping under certain conditions. Moreover, it is found that the negative aerodynamic damping originated from the two different mechanisms is cooperated and can partly cancel the mechanical damping of a structure. As a consequence, the amplitude of vortex-induced resonance will be amplified, and the critical wind speed of galloping is reduced.

     

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