变化海底地形上浮驳的水弹性响应
变化海底地形上浮驳的水弹性响应
The uneven and complex seabed bathymetry is the greatest feature of the marine environment close to the reefs. In this paper, the three-dimensional (3D) hydroelasticity analysis with varying shallow water depth is used to calculate the wave-induced motions and loads of a floating barge, considering the non-uniformity of the seabed. The influence of the complex seabed topography is investigated by comparison to uniform seabed representation. Through modal summation the 3D hydroelasticity analysis provides predictions of wave-induced loads, such as bending moments and stresses, in regular waves, as well as design waves. These predicted wave loads show that modelling the non-uniform seabed has a significant effect on the floating structures' service near islands, depending on water depth and seabed variability. Use of parallel computing which is very suitable in dealing with the large number of calculations involved in the hydrodynamic modelling of the complex fluid-structure interaction system, has significantly reduced CPU times.
3D hydroelasticity, Parallel computing, Shallow water, Varying bathymetry
1143-1154
Lu, Ye
0ad85bba-8340-405e-a362-6ffb75f20c4c
Temarel, Pandeli
b641fc50-5c8e-4540-8820-ae6779b4b0cf
Zhou, Ye
71c16d71-11b7-4be4-8d6a-29944828b17e
Tian, Chao
9a9eb0a8-2dc4-4e9e-b521-d1b2c087e208
Wu, You Sheng
141e1551-4e35-43e0-a23e-6dd6aba3ed7d
Lu, Ye
0ad85bba-8340-405e-a362-6ffb75f20c4c
Temarel, Pandeli
b641fc50-5c8e-4540-8820-ae6779b4b0cf
Zhou, Ye
71c16d71-11b7-4be4-8d6a-29944828b17e
Tian, Chao
9a9eb0a8-2dc4-4e9e-b521-d1b2c087e208
Wu, You Sheng
141e1551-4e35-43e0-a23e-6dd6aba3ed7d
Lu, Ye, Temarel, Pandeli, Zhou, Ye, Tian, Chao and Wu, You Sheng
(2018)
变化海底地形上浮驳的水弹性响应.
Chuan Bo Li Xue/Journal of Ship Mechanics, 22 (9), .
(doi:10.3969/j.issn.1007-7294.2018.09.009).
Abstract
The uneven and complex seabed bathymetry is the greatest feature of the marine environment close to the reefs. In this paper, the three-dimensional (3D) hydroelasticity analysis with varying shallow water depth is used to calculate the wave-induced motions and loads of a floating barge, considering the non-uniformity of the seabed. The influence of the complex seabed topography is investigated by comparison to uniform seabed representation. Through modal summation the 3D hydroelasticity analysis provides predictions of wave-induced loads, such as bending moments and stresses, in regular waves, as well as design waves. These predicted wave loads show that modelling the non-uniform seabed has a significant effect on the floating structures' service near islands, depending on water depth and seabed variability. Use of parallel computing which is very suitable in dealing with the large number of calculations involved in the hydrodynamic modelling of the complex fluid-structure interaction system, has significantly reduced CPU times.
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Hydroelasticity_of_a_Barge_with_Varying_Bathymetry_28manuscript_29_2_
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Hydroelasticity of a Barge with Varying Bathymetry manuscript
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Accepted/In Press date: 1 September 2018
e-pub ahead of print date: 19 October 2018
Alternative titles:
Hydroelasticity of a Barge with Varying Bathymetry
Keywords:
3D hydroelasticity, Parallel computing, Shallow water, Varying bathymetry
Identifiers
Local EPrints ID: 426380
URI: http://eprints.soton.ac.uk/id/eprint/426380
ISSN: 1007-7294
PURE UUID: 5a91440a-13a5-4c67-813e-1923343b09b0
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Date deposited: 26 Nov 2018 17:30
Last modified: 18 Mar 2024 02:39
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Contributors
Author:
Ye Lu
Author:
Ye Zhou
Author:
Chao Tian
Author:
You Sheng Wu
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