A Rankine source method solution of a finite depth,
wave–body interaction problem
A Rankine source method solution of a finite depth,
wave–body interaction problem
A Rankine source method is developed adopting continuous free surface and seabed source panel distributions to solve numerically wave–body interaction problems involving various seabed conditions. The free surface and seabed surface profiles are represented by continuous panels rather than a discretization by isolated points. These panels are positioned exactly on the fluid boundary surfaces and the proposed method does not require a desingularization technique. For a two-dimensional forced oscillatory body problem, the influences of a flat, concave or convex/hump shaped seabed at different water depths are investigated. Both heave and sway motions are examined and the accuracy and efficiency of the numerical solutions are validated by comparison with published numerical predictions and, where possible, experimental data. Through these simulated findings, the influences of uneven seabeds on the hydrodynamic characteristics associated with wave–body interaction problems are discussed.
14-32
Feng, Aichun
fc38c627-950a-4359-955b-1cc91bea7ade
Bai, Wei
8b89d5fe-46e9-4bae-825e-283f54869943
You, Yunxiang
bb50be7e-99c2-4bfb-8d0c-f4ba43d0cf55
Chen, Zhi-Min
e4f81e6e-5304-4fd6-afb2-350ec8d1e90f
Price, W.G.
b7888f47-e3fc-46f4-9fb9-7839052ff17c
April 2016
Feng, Aichun
fc38c627-950a-4359-955b-1cc91bea7ade
Bai, Wei
8b89d5fe-46e9-4bae-825e-283f54869943
You, Yunxiang
bb50be7e-99c2-4bfb-8d0c-f4ba43d0cf55
Chen, Zhi-Min
e4f81e6e-5304-4fd6-afb2-350ec8d1e90f
Price, W.G.
b7888f47-e3fc-46f4-9fb9-7839052ff17c
Feng, Aichun, Bai, Wei, You, Yunxiang, Chen, Zhi-Min and Price, W.G.
(2016)
A Rankine source method solution of a finite depth,
wave–body interaction problem.
Journal of Fluids and Structures, 62, .
(doi:10.1016/j.jfluidstructs.2016.01.002).
Abstract
A Rankine source method is developed adopting continuous free surface and seabed source panel distributions to solve numerically wave–body interaction problems involving various seabed conditions. The free surface and seabed surface profiles are represented by continuous panels rather than a discretization by isolated points. These panels are positioned exactly on the fluid boundary surfaces and the proposed method does not require a desingularization technique. For a two-dimensional forced oscillatory body problem, the influences of a flat, concave or convex/hump shaped seabed at different water depths are investigated. Both heave and sway motions are examined and the accuracy and efficiency of the numerical solutions are validated by comparison with published numerical predictions and, where possible, experimental data. Through these simulated findings, the influences of uneven seabeds on the hydrodynamic characteristics associated with wave–body interaction problems are discussed.
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Accepted/In Press date: 6 January 2016
e-pub ahead of print date: 2 February 2016
Published date: April 2016
Organisations:
Fluid Structure Interactions Group
Identifiers
Local EPrints ID: 393747
URI: http://eprints.soton.ac.uk/id/eprint/393747
ISSN: 0889-9746
PURE UUID: 883e9f5b-37cd-4853-b12f-bd27c60785f1
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Date deposited: 04 May 2016 08:44
Last modified: 15 Mar 2024 00:09
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Contributors
Author:
Aichun Feng
Author:
Wei Bai
Author:
Yunxiang You
Author:
Zhi-Min Chen
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