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宁德志
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教授   博士生导师   硕士生导师

主要任职: 建设工程学院副院长

其他任职: 海岸和近海工程国家重点实验室主任

性别: 男

毕业院校: 大连理工大学

学位: 博士

所在单位: 建设工程学院

学科: 港口、海岸及近海工程. 流体力学

办公地点: 海岸和近海工程国家重点实验室A309

联系方式: 0411-84708267

电子邮箱: dzning@dlut.edu.cn

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Coupled dynamic analysis for wave interaction with a truss spar and its mooring line/riser system in time domain

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论文类型: 期刊论文

发表时间: 2012-01-01

发表刊物: OCEAN ENGINEERING

收录刊物: SCIE、EI

卷号: 39

页面范围: 72-87

ISSN号: 0029-8018

关键字: Time-domain; Higher-order boundary element method; Mooring-line; Finite element; Coupled dynamic analysis

摘要: A full time-domain analysis program is developed for the coupled dynamic analysis of offshore structures. For the hydrodynamic loads, a time domain second order method is developed. In this approach, Taylor series expansions are applied to the body surface and free-surface boundary conditions, and the Stokes perturbation procedure is then used to establish the corresponding boundary value problems with time-independent boundaries. A higher-order boundary element method (HOBEM) is developed to calculate the velocity potential of the resulting flow field at each time step. The free-surface boundary condition is satisfied to the second order by fourth order Adams-Bashforth-Moultn method. An artificial damping layer is adopted on the free surface to avoid the wave reflection. The mooring-line/tendon/riser dynamics are based on the rod theory and the finite element method (FEM), with the governing equations described in a global coordinate system. In the coupled dynamic analysis, the motion equation for the hull and dynamic equations for mooring-lines/tendons/risers are solved simultaneously using the Newmark method. The coupled analysis program is applied for a truss Spar motion response simulation. Numerical results including motions and tensions at the top of mooring-lines/risers are presented, and some significant conclusions are derived. (C) 2011 Elsevier Ltd. All rights reserved.

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