Hostname: page-component-6766d58669-nqrmd Total loading time: 0 Render date: 2026-05-19T00:31:49.627Z Has data issue: false hasContentIssue false

Effects of a single spanwise surface wire on a free-ended circular cylinder undergoing vortex-induced vibration in the lower synchronization range

Published online by Cambridge University Press:  13 October 2022

E. Vaziri
Affiliation:
University of Toronto Institute for Aerospace Studies, Toronto, ON M3H 5T6, Canada
A. Ekmekci*
Affiliation:
University of Toronto Institute for Aerospace Studies, Toronto, ON M3H 5T6, Canada
*
Email address for correspondence: alis.ekmekci@utoronto.ca

Abstract

This experimental study investigated the control induced by a spanwise surface wire on a rigid circular cylinder undergoing vortex-induced vibration (VIV) under the conditions of low mass damping in the lower synchronization branch. Being motivated by the idea of VIV-based energy harvesting from ocean and river flows, this elastically mounted cylinder was immersed in a water channel, leaving a free end at its bottom spanwise end, while the free water surface bounded its top. The cylinder was constrained to vibrate in the cross-stream direction. The wire diameter was 6.25 % of the cylinder diameter. Experimental research was conducted by attaching this large-scale wire along the span of the cylinder at various angular positions ranging from 0° to 180° (with respect to the most upstream point of the cylinder) at a fixed Reynolds number of 104 (based on the cylinder diameter). Simultaneous to measuring the trajectory of the cylinder motion via a laser distance sensor, the instantaneous velocity field in the near wake of the cylinder was obtained using particle image velocimetry. Several VIV response categories were identified depending on the angular position of the wire, which led to the classification of distinct angular ranges for the wire application. Associated with the structural vibrations in these categories, different vortex-formation modes induced by the wire were revealed. For specific wire positions, decreases of up to 98 % and increases of up to 102 % were identified in the oscillation amplitude of the cylinder compared with the amplitude of the clean cylinder under similar conditions.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BYCreative Common License - NCCreative Common License - ND
This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives licence (http://creativecommons.org/licenses/by-nc-nd/4.0), which permits non-commercial re-use, distribution, and reproduction in any medium, provided that no alterations are made and the original article is properly cited. The written permission of Cambridge University Press must be obtained prior to any commercial use and/or adaptation of the article.
Copyright
© The Author(s), 2022. Published by Cambridge University Press.
Figure 0

Figure 1. Three-dimensional sketch of the experimental set-up.

Figure 1

Figure 2. Contours of autospectral density of the streamwise velocity fluctuations at the specific Strouhal number value indicated in the inset for the stationary cylinder fitted with the surface wire at the first ${\theta _{c1}}$ and second ${\theta _{c2}}$ critical angles, and at $\theta = 180^\circ \; $(representing the clean cylinder). Minimum and incremental values of the contours are ${[|{S_u}(St)|]_{min}} = 25\;\textrm{mm}\;{\textrm{s}^{ - 1}}$ and $\Delta [|{S_u}(St)|] = 2.5\;\textrm{mm}\;{\textrm{s}^{ - 1}}$.

Figure 2

Figure 3. Comparison of the vibration response amplitude $({A^\ast })$ of the plain cylinder as a function of reduced velocity $({U^\ast })$. Blue square: current study (${m^\ast } = 2.581$, $({m^\ast } + {C_A})\zeta = 0.097$, an unattached endplate with a gap equal to 13.8 % of the cylinder diameter); red circle: Morse et al. (2008) (${m^\ast } = 9.3$, $({m^\ast } + {C_A})\zeta = 0.014$, an unattached endplate with a gap equal to 4 % of the cylinder diameter); green triangle: Morse et al. (2008) (${m^\ast } = 9.3$, $({m^\ast } + {C_A})\zeta = 0.014$, no endplate).

Figure 3

Figure 4. Time traces of the cylinder position for the application of the wire at different angular locations on the cylinder surface. The axis of angular values, where the range divisions are shown, is not to scale.

Figure 4

Figure 5. Variation of the frequency of cylinder oscillations in non-dimensional form ($f_d^\ast = {f_d}/{f_n}$) with the wire angular position. The horizontal dashed line indicates the non-dimensional frequency of the oscillation motion for the clean (untripped) cylinder.

Figure 5

Figure 6. Time–frequency spectrogram of the cylinder oscillations for having the wire at different angular locations on the cylinder surface. The axis of angular values, where the range divisions are shown, is not to scale.

Figure 6

Figure 7. Autospectral density of the cylinder displacements, ${S_{{y^\ast }}}(\,f_d^\ast )$, for select locations of the wire in: (a) range I $(0^\circ \le \theta < 47^\circ )$, (b) range II $(47^\circ \le \theta < 51^\circ )$, (c) range III $(51^\circ \le \theta < 60^\circ )$ and (d) range IV $(60^\circ \le \theta < 70^\circ )$.

Figure 7

Figure 8. Variation of the non-dimensional amplitude of oscillations ${A^\ast }$ with the wire angular position $\theta $. The horizontal dashed line indicates the oscillation amplitude of the clean cylinder, which has the value of ${A^\ast } = 0.44$. The uncertainty is the same for all cases and is marked on the plot for some data points as a reference.

Figure 8

Figure 9. Variation of the mid-position $y_{mid}^\ast $ of the oscillating cylinder with the wire angular position. The positive direction of the vertical axis corresponds to the wire side of the cylinder. $y_{mid}^\ast = 0$ is the equilibrium state in still water for both clean and tripped cylinders. The horizontal dashed line indicates the mid-position of oscillation for the clean cylinder. The uncertainty is the same for all cases and is marked on the plot for some data points as a reference.

Figure 9

Figure 10. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 45^\circ $ (from range I) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 10

Figure 11. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 48^\circ $ (from range II) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 11

Figure 12. Time–frequency spectrogram of the streamwise velocity component for: (a) the stationary cylinder with the wire at the first critical angle $({\theta _{c1}} = 42^\circ )$, and (b) the oscillating cylinder with the wire placed at $\theta = 48^\circ $ (within the angular range II). The magnitude of spectra $|S_u^\ast |$ is normalized based on the maximum value in the entire period, and the incremental value of the contour levels is $\mathrm{\Delta [|}S_u^\ast |] = 0.02$.

Figure 12

Figure 13. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 53^\circ $ (from range III) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 13

Figure 14. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 60^\circ $ (from range IV) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 14

Figure 15. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 74^\circ $ (from range V) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 15

Figure 16. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 75^\circ $ (from range VI) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 16

Figure 17. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 107^\circ $ (from range VII) with random switching of the vortex shedding mode between (a) Mode I and (b) Mode II. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 17

Figure 18. The short-time Fourier transform (STFT) of the streamwise velocity for: (a) the clean cylinder and (b) the cylinder fitted with the wire at $\theta = 107^\circ $. The magnitude of the velocity spectra is normalized based on the maximum value in the entire period. The normalized frequency resolution is 0.02 and the temporal resolution is 0.21 s. The incremental value of contour levels is $\mathrm{\Delta [|}S_u^\ast |\textrm{]} = 0.02$.

Figure 18

Figure 19. Contours of instantaneous normalized vorticity $(\omega D/U)$ for the wire angular position $\theta = 140^\circ $ (from range VIII) along with the time traces of the cylinder displacement. The minimum absolute value and the incremental value of contour levels are: ${[|\omega |D/U]_{min}} = 9$ and $\Delta (\omega D/U) = 1.15$.

Figure 19

Figure 20. Contours of the amplitude of the autospectral density corresponding to the streamwise velocity component at the prevailing frequency of velocity fluctuations $|{{S_u}(\,f_u^\ast )} |$ for different wire angular positions that are representative of each wire angular range. The mid-position and the displacement range of the cylinder are also depicted on the image of the cylinder in each plot. Minimum and incremental values are as follows: ${[|{S_u}(\,f_u^\ast )|]_{min}} = 30\;\textrm{mm}\;{\textrm{s}^{ - 1}}$ and $\Delta [|{S_u}(\,f_u^\ast )|] = 2.5\;\textrm{mm}\;{\textrm{s}^{ - 1}}$.

Figure 20

Figure 21. Variation of the dominant frequency of the oscillation motion $f_d^\ast $ and the dominant frequency of the streamwise velocity fluctuations $f_u^\ast $ with the wire angular position $\theta $ for the oscillating wire-fitted cylinder. The horizontal dashed line marks both the oscillation frequency and the dominant frequency of streamwise velocity signals for the clean cylinder undergoing VIV under the same conditions.

Figure 21

Figure 22. Frequency spectrum of velocity signals at a point with maximum value of spectral magnitude for wire angular positions of range III ($(51^\circ \le \theta < 60^\circ )$). Existence of two distinct dominant frequencies is depicted for both: (a) the streamwise velocity component u and (b) the transverse velocity component v.

Figure 22

Figure 23. Time traces of displacement of the cylinder ${y^\ast }$, the streamwise velocity component ${u^\ast }$ and the transverse velocity component ${v^\ast }$ for the wire angular location of $\theta = 53^\circ $ (from range III). The period of the non-dimensionalized time is the same for all plots. One cycle of oscillation motion is marked between the two vertical dashed lines.