! Experimental Investigation on Vortex-Induced Vibration of a Flexible Pipe under Higher Mode in an Oscillatory Flow

被引:6
|
作者
Ren, Haojie [1 ,2 ]
Zhang, Mengmeng [1 ,2 ]
Cheng, Jingyun [3 ]
Cao, Peimin [3 ]
Xu, Yuwang [1 ,2 ]
Fu, Shixiao [1 ,2 ]
Liu, Chang [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] SBM Offshore, Houston, TX 77077 USA
[4] Johns Hopkins Univ, Dept Mech Engn, Baltimore, MD 21218 USA
基金
中国国家自然科学基金;
关键词
vortex-induced vibration; higher mode; flexible pipe; oscillatory flow; motion trajectory; lock-in; dominant frequency; time-varying; STEEL CATENARY RISER; FATIGUE DAMAGE; HYDRODYNAMICS; CYLINDER;
D O I
10.3390/jmse8060408
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
Different from the previous studies of the vortex-induced vibration (VIV) dominated by first mode of flexible pipe in an oscillatory flow, the features of a higher mode dominated are experimentally investigated in the ocean basin. The flexible pipe is forced to harmonically oscillate with different combinations of a period and amplitude. The design dominant mode consists of first and second modes under the maximum reduced velocity (V-R) of approximately 5.5 with a KC number ranging from 22 to 165. The VIV responses between only the excited first mode and the excited higher mode are compared and studied using displacement reconstruction and wavelet transform methods. The discrepancies of spatial and temporal response between smaller and larger KC numbers (KC = 56 and 121) are first observed. The strong alternate mode dominance and lock-in phenomena occur in the case of larger KC numbers, while they cannot be observed in the case of smaller KC numbers under higher modes. The VIV dominant frequency in the in-line (IL) direction is found to be always triple the oscillatory flow frequency and not twice that in the cross flow (CF) direction. The dominant frequency in the CF direction can be predicted by the Strouhal law, and the Strouhal number is approximately 0.18 under V-R = 5.5, which is not affected by the excited mode. Moreover, differences of response motion trajectory are also revealed in this paper. The present work improves the basic understanding of vessel motion induced VIV and provides helpful references for developing prediction methods of VIV in an oscillatory flow.
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页数:22
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