Experimental investigation on fluid-induced vibration of a semi-submerged flexible pipe in oncoming flows

Tengyan Hu, H. Ren, Zongfeng Zhang, Liang Wang, Mengmeng Zhang, Yuwang Xu, Mengjie Yang
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Abstract

Fluid-induced vibration (FIV) features of the semi-submerged flexible pipe in an oncoming flow are experimentally investigated in this paper. The flexible pipe is towed to simulate the equivalent uniform oncoming flow with a Froude number (Fr) ranging from 0.2 to 2.5. The overtopping states are determined and divided into three regions by the Fr numbers, including non-overtopping, intermitting overtopping, and continuous overtopping regions. Through the displacement reconstruction and wavelet transform methods, the displacement response, frequency, trajectory, and the chaotic characteristics of the semi-submerged pipe are studied. The results show that the FIV displacement responses are evidently affected by the intensity of the overtopping phenomenon. A significant mean displacement in the cross flow (CF) direction can be seen and a maximum value of 0.88D can be reached. The unexpectedly larger FIVs with standard deviation values of around 0.52D can be witnessed in the in-line (IL) direction than those for a fully submerged pipe. Moreover, the FIV frequency response in the IL direction is found to be consistent with that in the CF direction under intermitting overtopping and continuous overtopping state, and the corresponding Strouhal numbers are 0.24 and 0.28, respectively. The FIV response is found to be chaotic in non-overtopping states, while it behaves periodic and quasiperiodic features as overtopping occurs. The “O” shape of the motion trajectory is observed at such overtopping regions. The present work improves the basic understanding of the FIV features of the semi-submerged flexible pipe in the oncoming flow and can provide useful references for designing the relevant marine structures.
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来流中半浸没柔性管道的流体诱导振动实验研究
本文通过实验研究了半沉式柔性管道在来流中的流体诱导振动(FIV)特征。柔性管道被拖曳以模拟等效均匀迎面流,弗劳德数(Fr)范围为 0.2 至 2.5。根据弗劳德数确定并划分了三个区域,包括非倾覆区、间歇倾覆区和连续倾覆区。通过位移重构和小波变换方法,研究了半沉管的位移响应、频率、轨迹和混沌特性。结果表明,FIV 位移响应明显受到翻覆现象强度的影响。横流(CF)方向的平均位移明显,最大值可达 0.88D。与完全浸没管道相比,直通(IL)方向的 FIV 值更大,标准偏差约为 0.52D。此外,在间歇倾覆和连续倾覆状态下,IL 方向的 FIV 频率响应与 CF 方向一致,相应的 Strouhal 数分别为 0.24 和 0.28。在非倾覆状态下,FIV 响应呈混沌状态,而在发生倾覆时,则表现出周期和准周期特征。在这种翻转区域观察到了 "O "形的运动轨迹。本研究加深了对半潜式柔性管道在来流中 FIV 特性的基本理解,可为相关海洋结构的设计提供有益参考。
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