顶张式立管在两种不同参数激励下的稳定性和动态响应

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Wude Xie
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引用次数: 0

摘要

顶张立管通常用于将液体从海底油井输送到海面上的浮动平台。在波浪作用下,浮动平台可能会起伏。立管顶部的张力可能会发生变化,从而可能对立管造成参数激励。隔水管可能同时输送石油和天然气。内部总流体密度的波动可能会引起隔水管的参数激振。在本研究中,对受到周期性波动的顶部张力和变化的内部流体密度参数激励的顶部张力立管进行了大量模拟和分析。顶部张力的变化采用正弦函数随时间变化的模型。同时,变化的内部流体密度用时间和空间函数来描述。根据汉密尔顿原理推导出了立管的控制方程。对本模型进行了数值求解和验证。分析表明,如果顶部张力和内部流体密度在参数共振之外波动,立管可能会变得不稳定。在不同的参数共振中,不同的立管模态会被激发,从而导致多频率的不规则振动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stability and dynamic responses of a top-tensioned riser under two different parametric excitations

Top-tensioned risers are commonly used to transport fluid from seabed wells to floating platforms at the sea surface. Under wave action, the floating platform may heave. The tension at the top of the riser may change, potentially causing parametric excitations on the riser. The riser may transport oil and natural gas at the same time. The internal total fluid density fluctuations may induce parametric excitations on the riser. In this study, a top-tensioned riser under parametric excitations from periodically fluctuating top tension and varying internal fluid density is simulated and analyzed extensively. The variations in the top tension are modeled using a sinusoidal function over time. Meanwhile, the varying internal fluid density is described with a function of time and space. The governing equations of the riser are derived based on Hamilton's principle. The present model is solved numerically and validated. The analysis shows that if the top tension and internal fluid density fluctuate outside parametric resonances, the riser may become unstable. In different parametric resonances, different riser modes are excited, leading to irregular vibrations with multiple frequencies.

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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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