Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall
This paper presents an experimental study of the motions, drag force and vortex shedding patterns of an elastically mounted circular cylinder, which is held at various heights above a plane wall and is subject to vortex-induced vibration (VIV) in the transverse direction. The cylinder is neutrally b...
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sg-ntu-dr.10356-1030422020-03-07T11:43:45Z Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall Hao, Zhiyong Wang, X. K. Tan, S. K. School of Civil and Environmental Engineering Maritime Research Centre Nanyang Environment and Water Research Institute DRNTU::Engineering::Civil engineering This paper presents an experimental study of the motions, drag force and vortex shedding patterns of an elastically mounted circular cylinder, which is held at various heights above a plane wall and is subject to vortex-induced vibration (VIV) in the transverse direction. The cylinder is neutrally buoyant with a mass ratio ⁎m=1.0 and has a low damping ratio ζ=0.0173. Effects of the gap ratio (S/D) ranged from 0.05 to 2.5 and the free-stream velocity (U) ranged from 0.15 to 0.65 m/s (corresponding to 3000≤Re≤13 000, and 1.53≤⁎U≤6.62) are examined. The flow around the cylinder has been measured using particle image velocimetry (PIV), in conjunction with direct measurements of the dynamic drag force on the cylinder using a piezoelectric load cell. Results of the vibrating cylinder under unbounded (or free-standing) condition, as well as those of a near-wall stationary cylinder at the same gap ratios, are also provided. For the free-standing cylinder, the transition from the initial branch to the upper branch is characterized by a switch of vortex pattern from the classical 2S mode to the newly-discovered 2PO mode by Morse and Williamson (2009). The nearby wall not only affects the amplitude and frequency of vibration, but also leads to non-linearities in the cylinder response as evidenced by the presence of super-harmonics in the drag force spectrum. In contrast to the case of a stationary cylinder that vortex shedding is suppressed below a critical gap ratio (S/D≈0.3), the elastically mounted cylinder always vibrates even at the smallest gap ratio S/D=0.05. Due to the proximity of the plane wall, the vortices shed from the vibrating cylinder that would otherwise be in a double-sided vortex street pattern (either 2S or 2PO mode) under free-standing condition are arranged into a single-sided pattern. 2013-10-25T02:59:41Z 2019-12-06T21:04:22Z 2013-10-25T02:59:41Z 2019-12-06T21:04:22Z 2013 2013 Journal Article Wang, X. K., Hao, Z., & Tan, S. K. (2013). Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall. Journal of fluids and structures, 39, 188-204. 0889-9746 https://hdl.handle.net/10356/103042 http://hdl.handle.net/10220/16894 10.1016/j.jfluidstructs.2013.02.012 en Journal of fluids and structures |
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DRNTU::Engineering::Civil engineering Hao, Zhiyong Wang, X. K. Tan, S. K. Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
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This paper presents an experimental study of the motions, drag force and vortex shedding patterns of an elastically mounted circular cylinder, which is held at various heights above a plane wall and is subject to vortex-induced vibration (VIV) in the transverse direction. The cylinder is neutrally buoyant with a mass ratio ⁎m=1.0 and has a low damping ratio ζ=0.0173. Effects of the gap ratio (S/D) ranged from 0.05 to 2.5 and the free-stream velocity (U) ranged from 0.15 to 0.65 m/s (corresponding to 3000≤Re≤13 000, and 1.53≤⁎U≤6.62) are examined. The flow around the cylinder has been measured using particle image velocimetry (PIV), in conjunction with direct measurements of the dynamic drag force on the cylinder using a piezoelectric load cell. Results of the vibrating cylinder under unbounded (or free-standing) condition, as well as those of a near-wall stationary cylinder at the same gap ratios, are also provided. For the free-standing cylinder, the transition from the initial branch to the upper branch is characterized by a switch of vortex pattern from the classical 2S mode to the newly-discovered 2PO mode by Morse and Williamson (2009). The nearby wall not only affects the amplitude and frequency of vibration, but also leads to non-linearities in the cylinder response as evidenced by the presence of super-harmonics in the drag force spectrum. In contrast to the case of a stationary cylinder that vortex shedding is suppressed below a critical gap ratio (S/D≈0.3), the elastically mounted cylinder always vibrates even at the smallest gap ratio S/D=0.05. Due to the proximity of the plane wall, the vortices shed from the vibrating cylinder that would otherwise be in a double-sided vortex street pattern (either 2S or 2PO mode) under free-standing condition are arranged into a single-sided pattern. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Hao, Zhiyong Wang, X. K. Tan, S. K. |
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Article |
author |
Hao, Zhiyong Wang, X. K. Tan, S. K. |
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Hao, Zhiyong |
title |
Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
title_short |
Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
title_full |
Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
title_fullStr |
Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
title_full_unstemmed |
Vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
title_sort |
vortex-induced vibrations of a neutrally buoyant circular cylinder near a plane wall |
publishDate |
2013 |
url |
https://hdl.handle.net/10356/103042 http://hdl.handle.net/10220/16894 |
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1681038777894567936 |