Analysis of vortex-induced vibration in flexible risers using a physically-meaningful wake-oscillator model

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-02-15 Epub Date: 2024-12-12 DOI:10.1016/j.engstruct.2024.119415
Qingshan Yang , Xiaorong Zeng , Kunpeng Guo , Shuyang Cao , Kai Wei , Wenshan Shan , Yukio Tamura
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Abstract

Flexible riser is prone to vortex-induced vibration (VIV), which can cause fatigue problems, making it essential to accurately estimate the VIV of the riser. The empirical wake-oscillator model is frequently used for VIV analysis, while the accuracy of the predicted response is not satisfactory in some cases, mainly due to its reliance on empirical parameters. To address these limitations, this study employs the wake-oscillator model developed by Tamura and Matsui, which provides a more explicit physical interpretation. Firstly, a set of interrelated partial differential equation is derived by integrating the wake-oscillator equations that characterize the flow with the structural motion equation that represent the riser’s movement. The effectiveness of the proposed method is validated by comparing the predicted outcomes (the displacement, dominant mode, and dominant frequency) with field and tank experiments. Additionally, space-time evolutions and spectral analysis were performed, and the energy conversion between the riser and the flow was examined to comprehend the physical mechanism of VIV of riser. Based on this, it was found that VIV of riser simultaneously exhibits traveling wave and standing wave characteristics. And there were also both mono-frequency and multi-frequency phenomena. Overall, the physically-meaningful model can accurately simulate the CF response of flexible riser, providing essential references for estimating its fatigue life, design, and operation of flexible risers.
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基于物理意义尾迹振荡模型的柔性立管涡激振动分析
柔性隔水管容易产生涡激振动(VIV),这可能导致疲劳问题,因此准确估计隔水管的涡激振动至关重要。经验尾迹振荡模型常用于涡激振动分析,但在某些情况下,预测响应的准确性并不令人满意,这主要是由于它依赖于经验参数。为了解决这些局限性,本研究采用了Tamura和Matsui开发的尾流振荡器模型,该模型提供了更明确的物理解释。首先,通过将表征流动的尾迹-振荡器方程与代表隔水管运动的结构运动方程进行积分,推导出一组相关的偏微分方程。通过将预测结果(位移、主导模式和主导频率)与现场和坦克试验进行比较,验证了所提出方法的有效性。此外,通过时空演化和频谱分析,考察提升管与气流之间的能量转换,了解提升管涡激振荡的物理机理。在此基础上,发现隔水管的涡激振动同时表现出行波和驻波特征。也有单频和多频现象。总体而言,该物理意义上的模型能够准确地模拟柔性立管的CF响应,为柔性立管的疲劳寿命估算、设计和运行提供重要参考。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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