Suppression of vortex-induced vibration of a circular cylinder using suction-based flow control

Keywords: Flow around a circular cylinder Vortex-induced vibration Flow control Steady suction Mitigation of vortex-induced vibration a b s t r a c t In the present study, a flow control method is employed to mitigate vortex-induced vibration (VIV) of a circular cylinder by using a suction flow method. The VIV of a circular cylinder was first reproduced in a wind tunnel by using a spring–mass system. The time evolution of the cylinder oscillation and the time histograms of the surface pressures of 119 taps in four sections of the circular cylinder model were measured during the wind tunnel experiments. Four steady suction flow rates were used to investigate the effectiveness of the suction control method to suppress VIV of the circular cylinder. The vibration responses, the mean and fluctuating pressure coefficients, and the resultant aerodynamic force coefficients of the circular cylinder under the suction flow control are analyzed. The measurement results indicate clearly that the steady suction flow control method exhibits excellent control effectiveness and can distinctly suppress the VIV by dramatically reducing the amplitudes of cylinder vibrations, fluctuating pressure coefficients and lift coefficients of the circular cylinder model. By comparing the test cases with different suction flow rates, it is found that there exists an optimal suction flow rate for the maximum VIV control. The cases with higher suction flow rates do not necessarily behave better than those with lower suction flow rates. With the experimental setting used in the present study, the suction flow control method is found to behave better for VIV suppression when the ratio of the suction flow velocity to the oncoming flow velocity is less than one. In recent years, long-span suspension bridges and cable-stayed bridges have been widely constructed worldwide due to their superior structural performance and elegant appearance. The key components of cable-stayed bridges, inclined cables, often vibrate under wind and rain, which are usually referred as vortex-induced vibration Although the VIV of the cables is self-limiting, it frequently occurs at low wind speeds. Frequent wind-induced vibration may induce fatigue damage to the cables. Therefore it is highly desirable to reduce the wind-induced vibrations for the optimized design and durability of the cable-stayed bridges. Besides using field measurements to monitor the VIV of full-scale cables on cable-stayed bridges