Investigation on dynamic response of J-tube submarine cable around monopile foundation

IF 4.3 2区 工程技术 Q1 ENGINEERING, OCEAN Applied Ocean Research Pub Date : 2024-11-16 DOI:10.1016/j.apor.2024.104319
Peiyuan Zhou , Yangyang Gao , Lizhong Wang , Lingling Li
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Abstract

A series of numerical simulations are performed to investigate the dynamic response of J-tube submarine cable around monopile foundation. The variations of maximum curvature, maximum effective tension and motion amplitude with incident angle, significant wave height, current velocity and suspended length are analyzed. The results show that as the significant wave height and current velocity increase, the maximum curvatures at both ends of submarine cable increase. Moreover, the maximum curvature and effective tension significantly increase with the increase of suspended length. Different protection methods for the J-tube submarine cable are investigated to reduce the risks of curvature and bending failures. It is found that the riprap-concrete mattress combined protection can effectively reduce the maximum curvature and motion amplitude of J-tube submarine cable.
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单桩基础周围 J 型管海底电缆动态响应研究
对单桩地基周围 J 型管海底电缆的动态响应进行了一系列数值模拟研究。分析了最大曲率、最大有效张力和运动振幅随入射角、显著波高、流速和悬挂长度的变化。结果表明,随着显波高度和流速的增加,海缆两端的最大曲率也随之增加。此外,随着悬挂长度的增加,最大曲率和有效张力也明显增加。研究了 J 型管海缆的不同保护方法,以降低曲率和弯曲故障的风险。研究发现,护坡-混凝土褥垫组合保护可有效降低 J 型管海底电缆的最大曲率和运动幅度。
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来源期刊
Applied Ocean Research
Applied Ocean Research 地学-工程:大洋
CiteScore
8.70
自引率
7.00%
发文量
316
审稿时长
59 days
期刊介绍: The aim of Applied Ocean Research is to encourage the submission of papers that advance the state of knowledge in a range of topics relevant to ocean engineering.
期刊最新文献
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