Hostname: page-component-6898cfcb55-th4rj Total loading time: 0 Render date: 2026-11-11T09:10:49.795Z Has data issue: false hasContentIssue false

Flow-induced vibration control of a circular cylinder using rotational oscillation feedback

Published online by Cambridge University Press:  21 May 2018

D. Vicente-Ludlam
Affiliation:
Department of Fluid Mechanics and Aerospace Propulsion, Universidad Politecnica de Madrid, Madrid, 28040, Spain
A. Barrero-Gil*
Affiliation:
Department of Fluid Mechanics and Aerospace Propulsion, Universidad Politecnica de Madrid, Madrid, 28040, Spain
A. Velazquez
Affiliation:
Department of Fluid Mechanics and Aerospace Propulsion, Universidad Politecnica de Madrid, Madrid, 28040, Spain
*
†Email address for correspondence: antonio.barrero@upm.es

Abstract

The effect of imposed rotation on a slender elastically mounted circular cylinder free to oscillate transversely to the incident flow has been studied experimentally in a free-surface water channel. Rotation rate and direction are imposed to be proportional to either the cylinder’s transverse displacement or the cylinder’s transverse velocity to determine the effectiveness of these rotation laws to control the dynamics of the cylinder, either to reduce or to enhance oscillations. The former can be of interest for energy harvesting purposes whereas the latter can be useful to avoid unwanted oscillations. In all cases, non-dimensional mass and damping are fixed ($m^{\ast }=11.7$ , $\unicode[STIX]{x1D701}=0.0043$ ) so the analysis is focused on the role of the rotation law and the reduced velocity. The Reynolds number based on the diameter of the cylinder ranges from 1500 to 10 000. Results are presented in terms of steady-state oscillation characterization (say, amplitude and frequency) and wake-pattern topology, which was obtained through digital particle image velocimetry. Both laws are able to either reduce or enhance oscillations, but they do it in a different way. A rotation law proportional to the cylinder’s displacement is more effective to enhance oscillations. For high enough actuation, a galloping-type response has been found, with a persistent growth of the amplitude of oscillations with the reduced velocity that shows a new desynchronized mode of vortex shedding. On the other hand, a rotation law proportional to the cylinder’s transverse velocity is more efficient to reduce oscillations. In this case only vortex-induced-type responses have been found. A quasi-steady theoretical model has been developed, which helps to explain why a galloping-type response may appear when rotation is proportional to cylinder displacement and is able to predict reasonably the amplitude of oscillations in those cases. The model also explains why a galloping-type response is not expected to occur when rotation is proportional to the cylinder’s velocity.

JFM classification

Information

Type
JFM Papers
Copyright
© 2018 Cambridge University Press 
Figure 0

Figure 1.Schematic elevation and plan of the free-surface water channel.

Figure 1

Figure 2.Sketch of the experimental set-up (dimensions are in millimetres) of the water channel. (a) Schematic top view and side view of the water channel. (b) Photograph of a close view of the elastic system. (c) Detail of the elastic system’s deformation when a translation in the transverse direction is applied.

Figure 2

Figure 3.Comparison of experimental results for the normalized amplitude variation with reduced velocity. Triangles are from Khalak & Williamson (1999) ($m^{\ast }=10.3$, $\unicode[STIX]{x1D701}=0.0017$), open circles are from Klamo (2007) ($m^{\ast }=6.5$, $\unicode[STIX]{x1D701}=0.0015$), squares are from Assi et al. (2006) ($m^{\ast }=8.1$, $\unicode[STIX]{x1D701}=0.0020$) and solid circles stand for the present results ($m^{\ast }=11.7$, $\unicode[STIX]{x1D701}=0.0043$).

Figure 3

Figure 4.Maximum non-dimensional amplitude oscillation as a function of the reduced velocity for (a) positive values and (b) negative values of the rotating parameter $\tilde{k}_{1}$.

Figure 4

Figure 5.Non-dimensional oscillating frequency of the cylinder as a function of the reduced velocity for (a) positive values and (b) negative values of the rotating parameter $\tilde{k}_{1}$.

Figure 5

Figure 6.Non-dimensional vorticity contours $\unicode[STIX]{x1D714}D/U$ for two values of reduced velocity ($U^{\ast }=5.2$, 7.5) and four values of $\tilde{k}_{1}$ ($\tilde{k}_{1}=0$, 1.25, $-1.0$, $-1.875$), respectively. Red indicates clockwise circulation and blue indicates anticlockwise circulation. Vortical structures are highlighted with a red dashed line. P represents a pair of vortices shed per half-cycle corresponding to a 2P mode of vortex shedding. $\text{P}_{0}$ is equivalent to the previous one but with the secondary vortex being qualitatively smaller (circulation intensity-wise). S structures represent a single vortex being shed per half-cycle, which corresponds to a 2S mode of vortex shedding. Note that, for completeness, the amplitude of oscillation for each case is indicated by a double-headed arrow.

Figure 6

Figure 7.Non-dimensional vorticity $\unicode[STIX]{x1D714}D/U$ contours for $U^{\ast }=17$ and $\tilde{k}_{1}=-1.875$ evaluated at four different displacements of the cylinder. Red indicates clockwise circulation and blue indicates anticlockwise circulation. The amplitude of oscillation is indicated by the double-headed arrow.

Figure 7

Figure 8.(a) Schematics of the forces acting on the cylinder in a quasi-steady situation. (b) Average transverse force coefficient and average in-line force coefficient as a function of the dimensionless rotation rate $\unicode[STIX]{x1D6FC}$. Experiments to determine $C_{L}$ and $C_{D}$ have been carried out at $Re\approx 9000$, which corresponds to $U^{\ast }=15$ for the current set-up. Dashed lines represent the linear best fits.

Figure 8

Figure 9.Comparison between quasi-steady solution and the present experimental results for $\tilde{k}_{1}=-2.125$.

Figure 9

Figure 10.Maximum non-dimensional amplitude oscillation as a function of the reduced velocity for (a) positive values and (b) negative values of the rotating parameter $\tilde{k}_{2}$.

Figure 10

Figure 11.Non-dimensional oscillating frequency of the cylinder as a function of the reduced velocity for (a) positive values and (b) negative values of the rotating parameter $\tilde{k}_{2}$.

Figure 11

Figure 12.Non-dimensional vorticity contours for two values of reduced velocity ($U^{\ast }=5.5$, 7.5) and four values of $\tilde{k}_{2}$ ($\tilde{k}_{2}=0$, 0.625, $-0.625$, $-1.25$), respectively. Red indicates clockwise circulation and blue indicates anticlockwise circulation. Vortical structures are highlighted with a red dashed line. P represents a pair of vortices shed per half-cycle corresponding to a 2P mode of vortex shedding. $\text{P}_{0}$ is equivalent to the previous one but with the secondary vortex being qualitatively smaller (circulation intensity-wise). S structures represent a single vortex being shed per half-cycle, which corresponds to a 2S mode of vortex shedding. Note that, for completeness, the amplitude of oscillation for each case is indicated by a double-headed arrow.

Figure 12

Figure 13.Non-dimensional vorticity contours for $U^{\ast }=9.5$ and three values of $\tilde{k}_{2}$ ($\tilde{k}_{2}=0$, $-0.625$, $-1.25$), respectively. Red indicates clockwise circulation and blue indicates anticlockwise circulation. Vortical structures are highlighted with a red dashed line. P represents a pair of vortices shed per half-cycle corresponding to a 2P mode of vortex shedding. $\text{P}_{0}$ is equivalent to the previous one but with the secondary vortex being qualitatively smaller (circulation intensity-wise). S structures represent a single vortex being shed per half-cycle, which corresponds to a 2S mode of vortex shedding. Note that, for completeness, the amplitude of oscillation for each case is indicated by a double-headed arrow.

Vicente-Ludlam et al. supplementary movie 1

Effect of rotation proportional to cylinder’s displacement.

Download Vicente-Ludlam et al. supplementary movie 1(Video)
Video 6.9 MB

Vicente-Ludlam et al. supplementary movie 2

Effect of rotation proportional to cylinder’s velocity.

Download Vicente-Ludlam et al. supplementary movie 2(Video)
Video 6.8 MB