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个人信息Personal Information
教授
博士生导师
硕士生导师
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:水利工程系
学科:港口、海岸及近海工程
办公地点:Room A305
State Key Laboratory of Coastal and Offshore Engineering
联系方式:0411-84707103
电子邮箱:bteng@dlut.edu.cn
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.