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首页> 外文期刊>Journal of offshore mechanics and arctic engineering >Simulating High-Mode Vortex-Induced Vibration of a Riser in Linearly Sheared Current Using an Empirical Time-Domain Model
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Simulating High-Mode Vortex-Induced Vibration of a Riser in Linearly Sheared Current Using an Empirical Time-Domain Model

机译:使用经验时域模型模拟线性剪切电流中提升器的高模涡流振动

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摘要

As the development of offshore oil and gas continues to move into deeper waters, the risers connecting the seabed infrastructure to the offshore platform are getting longer. This means that vortex-induced vibration (VIV) may occur at different frequencies along the riser due to current variation, making the VIV prediction challenging. To increase the VIV prediction accuracy, an empirical time-domain VIV model has been developed. The advantage of the model is that it can account for structural non-linearities such as variable tension and time-varying flow. The robustness of the time-domain VIV model has been verified with respect to the several tests, but the length/diameter (L/D) ratio of the risers used in the experiments has so far been relatively small, and the response mode number accordingly low. Therefore, additional validation is needed to understand the uncertainties for the prediction of VIV for deep-sea riser systems at high-mode order. The purpose of the present study was to evaluate the use of time-domain model for high-mode VIV response prediction of deep-sea riser systems. This was done by a comparison study applying the Hanoytangen high-mode VTV test data. The main comparison was made regarding the dominating frequency and fatigue damage estimation. For selected empirical parameters, the model demonstrated a good correlation with the experiments. However, the simplified riser model that was utilized in the simulations caused some discrepancies between numerical simulations and the experimental results, which need to be further investigated.
机译:随着海上石油和天然气的发展继续进入深水区,将海底基础设施连接到海上平台的立管越来越长。这意味着由于电流变化,涡旋诱导的振动(VIV)可能在沿着提升器的不同频率发生,使得VIV预测具有挑战性。为了提高VIV预测精度,已经开发了一种经验时域VIV模型。该模型的优点在于它可以考虑结构非线性,例如可变张力和时变流。已经验证了时间域VIV模型的鲁棒性已经相对于几种测试验证,但实验中使用的立管的长度/直径(L / D)比率相对较小,并且相应的响应模式编号低的。因此,需要额外的验证来了解以高模式顺序对深海立管系统预测的不确定性。本研究的目的是评估用于深海立管系统的高模VIV响应预测时域模型的使用。这是通过应用Hanoytangen高模VTV测试数据的比较研究完成的。主要比较是关于主导频率和疲劳损伤估计的主要比较。对于所选经验参数,该模型与实验表明了良好的相关性。然而,在模拟中使用的简化提升机模型在数值模拟和实验结果之间导致了一些差异,这需要进一步研究。

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