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作 者:LI Fuheng GUO Haiyan GU Honglu LIU Zhen LI Xiaomin
机构地区:[1]College of Engineering,Ocean University of China,Qingdao 266100,China
出 处:《Journal of Ocean University of China》2023年第2期377-392,共16页中国海洋大学学报(英文版)
基 金:This work was supported by the National Natural Science Foundation of China(Nos.U2006226,51979257);the Shandong Provincial Natural Science Foundation,China(Nos.ZR2020ME261,ZR2019MEE032).
摘 要:The dynamic response of the steel lazy wave riser(SLWR)subjected to the internal solitary wave is a key to assessing its application feasibility.The innovation of this paper is to study the dynamic response properties of the SLWR with large deformation characteristics under internal wave excitation.A numerical scheme of the SLWR is constructed using the slender-rod theory,and the internal solitary wave(ISW)with a two-layer seawater model is simulated by the extended Korteweg-deVries equation.The finite element method combined with the Newmark-βmethod is applied to discretize the equations and update the time integration.The ISW excitation combined with vessel motion on the dynamic deformation and stress of the SLWR is investigated,and extensive simulations of the ISW parameters,including the interface depth ratio and density difference,are carried out.Case calculation reveals that the displacement of the riser in the lower interface layer increases significantly under the ISW excitation,and the stresses at a part of both ends grow evidently.Moreover,the mean value of riser responses under a combination of vessel motion and ISW coincides with the ISW-induced ones.Furthermore,the dynamic responses along the whole riser,including the displacement amplitudes,bending moment amplitudes,and stress amplitudes,almost increase with the increase in interface depth ratios and density differences.
关 键 词:steel lazy wave riser(SLWR) internal solitary wave(ISW) slender-rod theory DEFORMATION stress
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