Title of article
Wake-induced vibration of tandem cylinders of different diameters
Author/Authors
Assi، نويسنده , , Gustavo R.S.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2014
Pages
11
From page
329
To page
339
Abstract
The wake-induced vibration (WIV) of the downstream cylinder of a tandem pair is investigated for different diameter ratios of D 1 / D 2 = 1 / 1 , 1/2 and 1/3, where D1 and D2 refer to the upstream and downstream cylinders, respectively. The streamwise separation between the cylinders was L / D 1 = 3.5 , 7.0 and 6.5, respectively, measured from the centre of the upstream cylinder to the forward stagnation point of the downstream cylinder. Experiments with low mass-damping cylinders have been conducted in a water channel at around Re=25 000. The dynamic response showed that the downstream cylinder experienced WIV for all diameter ratios investigated, with displacement amplitudes reaching more than 1.5 diameters for higher reduced velocities beyond the vortex resonance range. The frequency response showed a similar behaviour for all three configurations, giving hints that a type of wake-stiffness mechanism might be governing the frequency of oscillation for all diameter ratios. The response was found to be dependent on both D 1 / D 2 and L / D 1 . In all cases, the static upstream cylinder was found to shed vortices as an isolated cylinder, not influenced by the presence or movement of the downstream body. Lift and drag coefficients as well as measurements of velocity fluctuations in both wakes are presented for all cases.
Keywords
Flow interference , Wake-induced vibration , Circular cylinders , vortex wake
Journal title
Journal of Fluids and Structures
Serial Year
2014
Journal title
Journal of Fluids and Structures
Record number
2214651
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