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基于AFL的海上风电单桩基础冲刷动力响应研究

郝文辉 李永进 吴宁宇 杨永焱 聂智超 曲树盛 张健

水道港口2024,Vol.45Issue(1):18-27,10.
水道港口2024,Vol.45Issue(1):18-27,10.

基于AFL的海上风电单桩基础冲刷动力响应研究

Scouring dynamics response of monopile offshore wind turbine based on AFL method

郝文辉 1李永进 1吴宁宇 1杨永焱 1聂智超 2曲树盛 2张健2

作者信息

  • 1. 河北建投海上风电有限公司,唐山 063000
  • 2. 交通运输部天津水运工程科学研究所 港口水工建筑技术国家工程研究中心,天津 300456
  • 折叠

摘要

Abstract

As the most widely used support type for offshore wind power,monopile foundation is commonly surrounded by different degrees of erosion.In previous studies,the detailed features such as blades,engine rooms,and blades were rarely considered in the structural dynamic response after foundations erosion.Instead,the upper structure was simplified as a particle or static state,lacking an integrated numerical simulation method of foundation-structure-load,which was difficult to reflect the vibration patterns of wind turbine structures after foundations erosion.Therefore,to determine the maximum scouring depth of a single pile foundation,the multi beam scanning was conducted in the Puti Island offshore wind farm.Based on the AFL(equivalent embedding length)method,the flexible characteristics of the pile foundation were considered,and the equivalent embedding length of the pile foundation under different scouring depths was calculated.A wind turbine simulation model was established under the joint action of wind and waves,revealing the dynamic response law of a single pile under different scouring depths.It is indicated that the scouring depth is difficult to cause structural resonance,and the overall amplitude of the structure is small.The maximum amplitude of the tower and monopile appears in the F-A(front and after)direction,while the displacement amplitudes in the S-S(side-side)and YAW(vertical)directions are relatively small.It is necessary to focus on monitoring the F-A vibration.As the local scour depth of the pile foundation increases,the structural frequency of the wind turbine structure monotonically decreases.When the scour depth reaches 12 meters,the overall stiffness of the structure is insufficient,and a safety threshold for monopile foundation scour is given.With the method of dynamic response analysis proposed in this paper,safety evaluation for the different scouring depths can be conducted in engineering.

关键词

单桩/海上风电/多波束扫测/冲刷/固有频率

Key words

monopile/offshore wind turbines/multi-beam sweep measurement/scouring/inherent frequency

分类

交通工程

引用本文复制引用

郝文辉,李永进,吴宁宇,杨永焱,聂智超,曲树盛,张健..基于AFL的海上风电单桩基础冲刷动力响应研究[J].水道港口,2024,45(1):18-27,10.

基金项目

国家重点研发计划项目(2022YFB2603000) (2022YFB2603000)

中央级公益性科研院所基本科研业务费专项基金资助项目(TKS20230107) (TKS20230107)

水道港口

OACSTPCD

1005-8443

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