|Table of Contents|

Research on semi-active control of offshore wind turbine based on pounding tuned mass damper with MRE(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2025年04期
Page:
1-9
Research Field:
建筑结构
Publishing date:

Info

Title:
Research on semi-active control of offshore wind turbine based on pounding tuned mass damper with MRE
Author(s):
LI Shujin;  GAO Yang;  LIU Yuxuan
(School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, Hubei, China)
Keywords:
offshore wind turbine;  semi-active control;  tuned mass damper;  magnetorheological elastomer;  impact energy dissipation
PACS:
TU311
DOI:
10.19815/j.jace.2024.01085
Abstract:
Regarding the problem of frequency imbalance in the vibration control of offshore wind turbines with tuned mass damper(TMD), a semi-active tuned mass damper based on magnetorheological elastomer considering pounding energy dissipation(MREPTMD)was proposed to control the vibration of offshore wind turbines under multi-loads considering the space limitation of wind turbine nacelle. The spring and damping elements in the traditional TMD were replaced by MRE, and the semi-active control technology was introduced to track and adapt to the change of wind turbine frequency by using the characteristics that its stiffness and damping could change with the magnetic field. At the same time, the size of the device was reduced by using a baffle made of viscoelastic material to restrict the movement of the damper mass, and the semi-active energy dissipation damper with high intelligence and controllable space was formed. The control equation of the offshore wind turbine equipped with the device under multiple loads was established, and its vibration reduction performance and parameter influence were analyzed and compared with the traditional TMD and PTMD. The results show that the device can track the structural dynamic response in real-time, actively adjust the control parameters, and maintain the optimal control of the wind turbine structure. The control effect is better than that of traditional TMD and PTMD and demonstrating strong adaptability.

References:

[1] 闵 兵,王梦川,傅小荣,等.海上风电是风电产业未来的发展方向: 全球及中国海上风电发展现状与趋势[J].国际石油经济,2016,24(4):29-36.
MIN Bing, WANG Mengchuan, FU Xiaorong, et al. Offshore wind power as the development trend of wind industry: developments of global offshore wind power[J]. International Petroleum Economics, 2016, 24(4): 29-36.
[2]PÉREZ-COLLAZO C, GREAVES D, IGLESIAS G. A review of combined wave and offshore wind energy[J]. Renewable and Sustainable Energy Reviews, 2015, 42: 141-153.
[3]王文达,张丽丽,纪孙航, 等.中空夹层钢管混凝土风力机塔架风振性能研究[J].建筑科学与工程学报,2023,40(2):26-39.
WANG Wenda, ZHANG Lili, JI Sunhang,et al. Study on wind vibration performance of concrete-filled double skin steel tubular wind turbine tower[J].Journal of Architecture and Civil Engineering,2023,40(2): 26-39.
[4]MURTAGH P J, GHOSH A, BASU B, et al. Passive control of wind turbine vibrations including blade/tower interaction and rotationally sampled turbulence[J]. Wind Energy, 2008, 11(4): 305-317.
[5]COLWELL S, BASU B. Tuned liquid column dampers in offshore wind turbines for structural control[J]. Engineering Structures, 2009, 31(2): 358-368.
[6]HEMMATI A, OTERKUS E, KHORASANCHI M. Vibration suppression of offshore wind turbine foundations using tuned liquid column dampers and tuned mass dampers[J]. Ocean Engineering, 2019, 172: 286-295.
[7]张自立,陈建兵,李 杰.圆球减振装置对风力发电高塔的振动控制研究[J].地震工程与工程振动,2012,32(3):144-149.
ZHANG Zili, CHEN Jianbing, LI Jie. Investigation on vibration control of wind turbines using a ball vibration absorber[J]. Journal of Earthquake Engineering and Engineering Vibration, 2012,32(3): 144-149.
[8]LACKNER M A. An investigation of the control and loads of floating wind turbines[J]. Wind Energy, 2009, 16(4): 519-528.
[9]SUN C, JAHANGIRI V. Bi-directional vibration control of offshore wind turbines using a 3D pendulum tuned mass damper[J]. Mechanical Systems and Signal Processing, 2018, 105: 338-360.
[10]REZAEE M, ALY A M. Vibration control in wind turbines to achieve desired system-level performance under single and multiple hazard loadings[J]. Structural Control and Health Monitoring, 2018, 25(12): e2261.
[11]WANG W H,LI X, ZHAO H S, et al. Vibration control of a pentapod offshore wind turbine under combined seismic wind and wave loads using multiple tuned mass damper[J]. Applied Ocean Research, 2020, 103: 102254.
[12]王 奇,李宏男,张 鹏.弹簧摆碰撞减震系统计算模型研究[J].沈阳建筑大学学报(自然科学版),2018,34(2):222-228.
WANG Qi, LI Hongnan, ZHANG Peng. Calculation model of impact vibration reducing system of spring pendulum[J]. Journal of Shenyang Jianzhu University(Natural Science), 2018, 34(2): 222-228.
[13]鲁 正,张恒锐,吕西林.基于性能的调谐冲击阻尼器优化设计研究[J].振动与冲击,2019,38(21):1-5,23.
LU Zheng, ZHANG Hengrui, LÜ Xilin. Performance-based optimal design for tuned impact dampers[J]. Journal of Vibration and Shock, 2019,38(21): 1-5, 23.
[14]孔 凡,夏红兵,孙 超,等.风浪联合作用下海上风力涡轮机的碰撞阻尼减振控制[J].振动与冲击,2021,40(3):19-27.
KONG Fan, XIA Hongbing, SUN Chao, et al. Pounding tuned mass damper for vibration control of offshore wind turbine subjected to combined wind and wave excitations[J]. Journal of Vibration and Shock, 2021, 40(3): 19-27.
[15]SUN S S, YANG J, DU H P, et al. Development of magnetorheological elastomers-based tuned mass damper for building protection from seismic events[J]. Journal of Intelligent Material Systems and Structures, 2018, 29(8): 1777-1789.
[16]AA MADSEN H, MIKKELSEN R, ØYE S, et al. A detailed investigation of the blade element momentum(BEM)model based on analytical and numerical results and proposal for modifications of the BEM model[J]. Journal of Physics: Conference Series, 2007, 75: 012016.
[17]MORISON J R, JOHNSON J W, SCHAAF S A. The force exerted by surface waves on piles[J]. Journal of Petroleum Technology, 1950, 2(5): 149-154.
[18]SUN C. Semi-active control of monopile offshore wind turbines under multi-hazards[J]. Mechanical Systems and Signal Processing, 2018, 99: 285-305.
[19]WARBURTON G B. Optimum absorber parameters for various combinations of response and excitation parameters[J]. Earthquake Engineering & Structural Dynamics, 1982, 10(3): 381-401.

Memo

Memo:
-
Last Update: 2025-07-10