Application of a modified wake oscillator model to vortex-induced vibration of a free riser to vessel motion

被引:11
|
作者
Qu, Yang [1 ,2 ,3 ]
Fu, Shixiao [1 ,2 ]
Xu, Yuwang [1 ,2 ]
Huang, Jun [4 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Collaborat Innovat Ctr Adv Ship & Deep Sea Explor, Shanghai 200240, Peoples R China
[3] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
[4] CNOOC Res Inst Ltd, Beijing 100028, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Vortex-induced vibration; Vessel motion; Wake oscillator model; Fluid-structure interaction; LONG FLEXIBLE CYLINDER; STEEL CATENARY RISER; CIRCULAR-CYLINDER; CROSS-FLOW; PREDICTION MODEL; PLANE BOUNDARY; STEADY; 2-DEGREE-OF-FREEDOM; SIMULATION; UNIFORM;
D O I
10.1016/j.oceaneng.2022.111165
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A modified wake oscillator model for modelling vortex-induced vibrations (VIVs) of a free-hanging riser subjected to vessel motion is presented. Different from the conventional wake oscillators which have typically utilized in the prediction of steady flow VIVs , the new model can be applied to simulate VIVs introduced by the vessel motion where the flows around the riser are not known in advance. This has been achieved by introducing an equivalent flow based on the relative flow velocity and coupling the wake oscillator with the acceleration of the riser in the lift direction. The modified wake oscillator model is tuned against the experiments of riser VIVs subjected to steady flows and a set of empirical parameters is obtained. The model is then applied to simulate the VIVs of a large-scale free-hanging water intake riser (WIR) subjected to different vessel motions and the simulated results are compared to those of experiments. The comparison shows that the proposed model is able to predict response frequency in good agreement with the experiment, and generates satisfactory prediction with respect to the response amplitude for three test cases out of five that have been studied in the present paper.
引用
收藏
页数:10
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