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浪、流联合作用下深海浮式风机悬链线系泊缆突跳行为的有限质点法分析

刘艳 黄君宁 刘志伟 罗鹏 喻莹

结构工程师2026,Vol.42Issue(1):40-49,10.
结构工程师2026,Vol.42Issue(1):40-49,10.DOI:10.15935/j.cnki.jggcs.202601.0006

浪、流联合作用下深海浮式风机悬链线系泊缆突跳行为的有限质点法分析

Finite Particle Method Analysis of Snap Behavior in Catenary Mooring Lines of Deep-Sea Floating Wind Turbines Under Combined Wave and Current Conditions

刘艳 1黄君宁 1刘志伟 1罗鹏 2喻莹2

作者信息

  • 1. 山东电力工程咨询院有限公司,济南 250013
  • 2. 汕头大学,汕头 515063
  • 折叠

摘要

Abstract

This study employs the Finite Particle Method(FPM)to conduct an in-depth investigation of the snap behavior in catenary mooring lines of deep-sea floating wind turbines under combined wave and current conditions.A nonlinear analysis method for mooring lines considering both geometric and material nonlinearities was established.The dynamic tension variation and snap behavior of mooring lines under different wave amplitudes,frequencies,and tangential drag coefficients were simulated and analyzed.The results indicate that snap behavior typically initiates at the upper end of the mooring line and gradually affects the middle and lower sections as the wave excitation continues and intensifies.Wave amplitude and frequency significantly influence the dynamic tension and snap behavior of the mooring lines,with larger wave amplitudes and higher frequencies leading to more intense snap occurrences.The increase in tangential drag coefficient reduces the movement amplitude of the mooring lines,thereby decreasing the occurrence of snap behavior and enhancing the safety and stability of the mooring system.This study provides theoretical support and technical reference for the design and optimization of mooring systems for floating wind turbines.

关键词

深海浮式风机/悬链线系泊缆/有限质点法/突跳行为/浪流联合作用

Key words

deep-sea floating wind turbine/catenary mooring line/Finite Particle Method/snap behavior/combined wave and current effects

分类

建筑与水利

引用本文复制引用

刘艳,黄君宁,刘志伟,罗鹏,喻莹..浪、流联合作用下深海浮式风机悬链线系泊缆突跳行为的有限质点法分析[J].结构工程师,2026,42(1):40-49,10.

基金项目

国家自然科学基金资助项目(52378165) (52378165)

结构工程师

1005-0159

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