考虑冲刷效应的海上风力机结构动力响应分析

张小玲, 侯霄鹤, 王丕光, 张冰洁, 易江南

太阳能学报 ›› 2026, Vol. 47 ›› Issue (5) : 386-393.

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太阳能学报 ›› 2026, Vol. 47 ›› Issue (5) : 386-393. DOI: 10.19912/j.0254-0096.tynxb.2025-0047

考虑冲刷效应的海上风力机结构动力响应分析

  • 张小玲1,2, 侯霄鹤1,2, 王丕光1,2, 张冰洁1,2, 易江南1,2
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DYNAMIC RESPONSE OF MONOPILE OFFSHORE WIND TURBINES IN SAND CONSIDERING SCOUR EFFECT

  • Zhang Xiaoling1,2, Hou Xiaohe1,2, Wang Piguang1,2, Zhang Bingjie1,2, Yi Jiangnan1,2
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摘要

通过建立复杂海洋荷载作用下单桩式海上风力机三维有限元模型来考虑冲刷效应对风力机结构动力响应的影响,同时考虑冲刷效应所导致的土体力学性能变化影响,并比较整体冲刷和局部冲刷对海上风力机动力响应的不同影响,结果表明不同冲刷形式在不同荷载条件下对风力机结构响应的影响不同。单独地震作用下的局部冲刷风力机结构响应大于整体冲刷。然而,单独风浪流荷载和风浪流-地震联合作用下,冲刷深度较大时,风力机结构除弯矩外的响应出现整体冲刷大于局部冲刷的现象,表明在复杂海洋荷载作用下需考虑冲刷效应对单桩式海上风力机动力响应的影响,且不同冲刷形式对海上风力机动力响应的影响不同。

Abstract

In this paper, the influence of scour effects is considered by establishing a three-dimensional finite element model under wind-waves-current loads and seismic action, and the different influences of global scour and local scour on the dynamic response of the MOWT are compared. The results show that different forms of scour have different responses of the MOWTs under different loading conditions. The response of the MOWT system to local scour under seismic action is greater than that to global scour. However, with the exception of the bending moment, the response of the wind turbine system is observed to be greater under global scour than under local scour for larger scour depths under wind-waves-current loads and combined wind-waves-current loads and seismic action. This suggests that scour effects must be considered on the dynamic response of MOWTs under a complex marine environment. Furthermore, it can be observed that different forms of scour effects exert varying effects on the dynamic response of MOWTs.

关键词

海上风力机 / 单桩基础 / 局部冲刷 / 整体冲刷 / 动力响应 / 海洋荷载

Key words

offshore wind turbines / monopile foundation / local scour / global scour / dynamic response / marine loadings

引用本文

导出引用
张小玲, 侯霄鹤, 王丕光, 张冰洁, 易江南. 考虑冲刷效应的海上风力机结构动力响应分析[J]. 太阳能学报. 2026, 47(5): 386-393 https://doi.org/10.19912/j.0254-0096.tynxb.2025-0047
Zhang Xiaoling, Hou Xiaohe, Wang Piguang, Zhang Bingjie, Yi Jiangnan. DYNAMIC RESPONSE OF MONOPILE OFFSHORE WIND TURBINES IN SAND CONSIDERING SCOUR EFFECT[J]. Acta Energiae Solaris Sinica. 2026, 47(5): 386-393 https://doi.org/10.19912/j.0254-0096.tynxb.2025-0047
中图分类号: TU473.1   

参考文献

[1] 刘润, 王迎春, 汪嘉钰, 等. 单侧冲刷对海上风电筒型基础稳定性影响研究[J]. 太阳能学报, 2022, 43(1): 73-79.
LIU R, WANG Y C, WANG J Y, et al.Research on effects of unilateral erosion on stability of offshore wind bucket foundation[J]. Acta energiae solaris sinica, 2022, 43(1): 73-79.
[2] ZHANG H, LIANG F Y, ZHENG H B.Dynamic impedance of monopiles for offshore wind turbines considering scour-hole dimensions[J]. Applied ocean research, 2021, 107: 102493.
[3] SUMER B M, FREDSØE J. Wave scour around a large vertical circular cylinder[J]. Journal of waterway, port, coastal, and ocean engineering, 2001, 127(3): 125-134.
[4] QI W G, GAO F P.Equilibrium scour depth at offshore monopile foundation in combined waves and current[J]. Science China technological sciences, 2014, 57(5): 1030-1039.
[5] 邱旭, 马文冠, 张宇, 等. 海上风电场单桩基础局部冲刷深度计算方法适应性研究[J]. 太阳能学报, 2023, 44(11): 287-293.
QIU X, MA W G, ZHANG Y, et al.Study on adaptability of calculation method for local scouring depth of single pile foundation in offshore wind farm[J]. Acta energiae solaris sinica, 2023, 44(11): 287-293.
[6] DU S T, WANG C L, ZHANG Z Y, et al.Experimental study of local scour around circular-crossing and square-crossing piles in waves and current[J]. Journal of marine environmental engineering, 2023, 11(1): 3-19.
[7] ZHANG B, LI J H, LIU W, et al.Experimental study on dynamic characteristics of a monopile foundation based on local scour in combined waves and current[J]. Ocean engineering, 2022, 266: 113003.
[8] 李会, 邱旭, 赵昊, 等. 扰流板对海上风电单桩基础冲刷特性影响研究[J]. 太阳能学报, 2024, 45(8): 448-457.
LI H, QIU X, ZHAO H, et al.Investigation on influence of spoiler on local erosion of offshore wind power monopile foundation[J]. Acta energiae solaris sinica, 2024, 45(8): 448-457.
[9] LIANG F Y, YUAN Z C, LIANG X, et al.Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites[J]. Computers and geotechnics, 2022, 144: 104640.
[10] YUAN Z C, LIANG F Y, ZHANG H, et al.Seismic analysis of a monopile-supported offshore wind turbine considering the effect of scour-hole dimensions: insights from centrifuge testing and numerical modelling[J]. Ocean engineering, 2023, 283: 115067.
[11] JONKMAN J, BUTTERFIELD S, MUSIAL W, et al.Definition of a 5 MW reference wind turbine for offshore system[R]. National renewable energy laboratory, Colorado. 2009.
[12] GAO B, YE G L, ZHANG Q, et al.Numerical simulation of suction bucket foundation response located in liquefiable sand under earthquakes[J]. Ocean engineering, 2021, 235: 109394.
[13] LIN C, BENNETT C, HAN J, et al.Integrated analysis of the performance of pile-supported bridges under scoured conditions[J]. Engineering structures, 2012, 36: 27-38.
[14] MATUTANO C, NEGRO V, LÓPEZ-GUTIÉRREZ J S, et al. Scour prediction and scour protections in offshore wind farms[J]. Renewable energy, 2013, 57: 358-365.
[15] BISOI S, HALDAR S.Dynamic analysis of offshore wind turbine in clay considering soil-monopile-tower interaction[J]. Soil dynamics and earthquake engineering, 2014, 63: 19-35.
[16] 张小玲, 李赟琪, 王丕光, 等. 黏土中海上风力机桩-筒复合基础地震响应分析[J].太阳能学报, 2024, 45(2): 189-197.
ZHANG X L, LI Y Q, WANG P G, et al.Seismic response analysis of pile-bucket composite foundation for offshore wind turbine in clay[J]. Acta energiae solaris sinica, 2024, 45(2): 189-197.
[17] MORISON J, JOHNSON J W, SCHAAF S A.The force exerted by surface waves on piles[J]. Journal of petroleum technology, 1950, 2: 149-154.
[18] LIAW C Y, CHOPRA A K.Dynamics of towers surrounded by water[J]. Earthquake engineering & structural dynamics, 1974, 3(1): 33-49.

基金

国家自然科学基金面上项目(52478324); 北京市自然科学基金(JQ24050)

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