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风机-基础三维一体化建模的海上风电单桩基础动力响应

陈志波 刘海波 刘秋铭 谢永宁 曹光伟 曾旭明 潘生贵

福州大学学报(自然科学版)2025,Vol.53Issue(2):193-200,8.
福州大学学报(自然科学版)2025,Vol.53Issue(2):193-200,8.DOI:10.7631/issn.1000-2243.24091

风机-基础三维一体化建模的海上风电单桩基础动力响应

Dynamic response of offshore wind turbine monopile foundation leveraging integrated three-dimensional modeling of turbine and foundation

陈志波 1刘海波 1刘秋铭 1谢永宁 1曹光伟 1曾旭明 2潘生贵2

作者信息

  • 1. 福州大学紫金地质与矿业学院,福建省智能环境岩土工程闽台科技合作基地,福建 福州 350108
  • 2. 华东勘测设计院(福建)有限公司,福建 福州 350003
  • 折叠

摘要

Abstract

In response to the challenges of incomplete analytical methods for assessing the stress distri-bution in monopile foundations of offshore wind turbines under wind and wave loading,as well as the unclear mechanisms by which pile and soil parameters influence the dynamic response of the founda-tion,a three-dimensional integrated model analysis method for tower-pile-soil has been proposed.This paper is contextualized within the engineering framework of a wind power project situated in Putian,Fujian.The investigation employs the Davenport wind speed spectrum and P-M bimodal wave spectrum,wind and wave loads are simulated using the auto-regressive method and harmonic superpo-sition method separately.The investigation delves into the dynamic response of offshore wind turbine single-pile foundations under wind and wave loads.Furthermore,the research delves into the impact of pile and soil parameters on the dynamic response characteristics of the pile foundation under wind-wave loading conditions.The findings reveal that an increase in pile diameter leads to a gradual amplification of bending moments within the pile shaft,coupled with a reduction in displacement response.As the thickness of the pile foundation wall increases,the displacement and bending moment responses to wind and wave loads gradually diminish.Elevated values of soil parameters such as elastic modulus is found to mitigate the displacement and bending moment responses of the pile foundation under wind and wave loads.

关键词

单桩式海上风机/风浪荷载/桩土参数/数值模拟

Key words

monopile offshore wind turbine/wind and wave load/pile and soil parameters/numerical simulation

分类

建筑与水利

引用本文复制引用

陈志波,刘海波,刘秋铭,谢永宁,曹光伟,曾旭明,潘生贵..风机-基础三维一体化建模的海上风电单桩基础动力响应[J].福州大学学报(自然科学版),2025,53(2):193-200,8.

基金项目

国家自然科学基金资助项目(52278335,52208335) (52278335,52208335)

福建省科技厅引导性基金资助项目(2021Y0004) (2021Y0004)

华东勘测设计院(福建)有限公司科研项目(FH2019-KY006) (福建)

福州大学学报(自然科学版)

OA北大核心

1000-2243

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