Numerical analysis of freestream turbulence effects on the vortex-induced vibrations of a rectangular cylinder
Numerical analysis of freestream turbulence effects on the vortex-induced vibrations of a rectangular cylinder
Large-Eddy Simulation of the flow around an elastically-mounted rectangular cylinder with an aspect ratio 4 was undertaken. 1DOF analysis of the heaving and torsional motions were performed under a free vibration. Various characteristics of the flow-field at lock-in are discussed. Subsequently, a divergence-free synthetic inflow generation approach was employed to analyse the effects of the freestream turbulence on the bridge response. The turbulence intensity and integral length scales were systematically studied. The effect of turbulence intensity (up to 12%) was shown to deplete the structural response for both torsional and heaving motions. A variation of the tested integral length scales, which were order of the cylinder dimensions, had less effects (than a variation of the turbulence intensity) on the structure response.
13-25
Daniels, Steven J.
6aa1ce58-f5a4-45a3-8de9-8d01eb8d23a3
Castro, Ian P.
66e6330d-d93a-439a-a69b-e061e660de61
Xie, Zheng-Tong
98ced75d-5617-4c2d-b20f-7038c54f4ff0
June 2016
Daniels, Steven J.
6aa1ce58-f5a4-45a3-8de9-8d01eb8d23a3
Castro, Ian P.
66e6330d-d93a-439a-a69b-e061e660de61
Xie, Zheng-Tong
98ced75d-5617-4c2d-b20f-7038c54f4ff0
Daniels, Steven J., Castro, Ian P. and Xie, Zheng-Tong
(2016)
Numerical analysis of freestream turbulence effects on the vortex-induced vibrations of a rectangular cylinder.
Journal of Wind Engineering and Industrial Aerodynamics, 153, .
(doi:10.1016/j.jweia.2016.03.007).
Abstract
Large-Eddy Simulation of the flow around an elastically-mounted rectangular cylinder with an aspect ratio 4 was undertaken. 1DOF analysis of the heaving and torsional motions were performed under a free vibration. Various characteristics of the flow-field at lock-in are discussed. Subsequently, a divergence-free synthetic inflow generation approach was employed to analyse the effects of the freestream turbulence on the bridge response. The turbulence intensity and integral length scales were systematically studied. The effect of turbulence intensity (up to 12%) was shown to deplete the structural response for both torsional and heaving motions. A variation of the tested integral length scales, which were order of the cylinder dimensions, had less effects (than a variation of the turbulence intensity) on the structure response.
Text
JWEIA2016.pdf
- Accepted Manuscript
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e-pub ahead of print date: 25 March 2016
Published date: June 2016
Organisations:
Aerodynamics & Flight Mechanics Group
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Local EPrints ID: 389764
URI: http://eprints.soton.ac.uk/id/eprint/389764
ISSN: 0167-6105
PURE UUID: 7a8fbe28-5bd9-48ad-85f8-3f6c68a08ac2
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Date deposited: 14 Mar 2016 16:15
Last modified: 15 Mar 2024 05:25
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Author:
Steven J. Daniels
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