风浪联合作用下海上风力涡轮机的碰撞阻尼

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摘要提出利用碰撞调谐质量阻尼器(Pounding Tuned Mass Damper, PTMD)控制近海单桩风力涡轮机塔身在风浪联合作用下的结构振动。为此，利用拉格朗日方程推导风浪联合作用下风机与PTMD的耦合动力方程并据此分析了相关控制效果。具体而言，结构模型方面，以美国国家可再生能源实验室(NREL)的5MW基准单桩海上风力涡轮机为研究对象，利用非线性粘弹性模型描述阻尼装置的碰撞过程，并在塔体模型中考虑基础土壤效应。风浪外荷载方面，采用考虑普朗特叶尖损失因子（Prandtl's tip loss factor）和格劳厄特校正（Glauert correction）的叶素动量法计算风湍流作用在叶片上的气动荷载，并利用Morison方程计算满足JONSWAP谱的随机波浪荷载。研究发现，碰撞调谐质量阻尼器对塔顶响应的控制效果较好；引入的碰撞机制使调谐质量阻尼器鲁棒性提高，使之在参数失调的情况下仍能保持较好的振动控制效果。

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	孔凡1
	夏红兵1
	3
	孙超2
	李书进1

关键词 ：近海风机, 被动控制, 碰撞调谐质量阻尼器, 风浪联合作用

Abstract：A pounding tuned mass damper (PTMD) is proposed for controlling the structural vibration of a monopile offshore wind turbines subjected to combined wind and wave loading. An analytical model of the wind turbine coupled PTMD is established by the Euler-Lagrange equation and the related control effects are analyzed. Specifically, the National Renewable Energy Laboratory monopile 5-MW baseline wind turbine model is employed to examine the performance of the PTMD. The nonlinear viscoelastic model is used to describe the pounding process of the damping device. Aerodynamic loading acting on the blade is calculated by the blade element momentum method, where the Prandtl's tip loss factor and the Glauert correction are considered. Wave loading is computed using Morison's equation where wave date is generated by the JONSWAP spectrum. It is found that the PTMD can mitigate the nacelle/tower response effectively. Results indicate that the introduced collision mechanism improves the robustness of the tuned mass damper with enhanced vibration control effect under the detuned situations.

Key words： Off-shore wind turbine passive vibration control Pounding tuned mass damper combined wind-wave excitation

收稿日期: 2019-08-27 出版日期: 2021-02-15

引用本文:

孔凡1，夏红兵1，3，孙超2，李书进1. 风浪联合作用下海上风力涡轮机的碰撞阻尼[J]. 振动与冲击, 2021, 40(3): 19-27.
KONG Fan1， XIA Hongbing1,3， SUN Chao2， LI Shujin1. Pounding tuned mass damper for vibration control of offshore wind turbine subjected to combined wind and wave excitations. JOURNAL OF VIBRATION AND SHOCK, 2021, 40(3): 19-27.

链接本文:

http://jvs.sjtu.edu.cn/CN/ 或 http://jvs.sjtu.edu.cn/CN/Y2021/V40/I3/19

[1] SANTOS R R, CHO S J, PARK J S. Ultimate strength of 10 MW wind turbine tower considering opening, stiffener, and initial imperfection [J]. International Journal of Steel Structures, 2018, 18(4): 1318 - 1324.
[2] 王洪哲, 张立茹, 喻涛涛, 等. 海上风力机在极端工况下的动力响应特性分析[J]. 可再生能源, 2018, 36(11): 1719-1723.
WANG Hongzhe,ZHANG Liru,YU Taotao,et al. Dynamic response characteristics of offshore wind turbines under extreme condition[J].Renewable Energy Resources, 2018,36(11):1719-1723.
[3] 李阳, 李德源, 莫文威, 等. 海上风力机在风波联合作用下的动力响应分析 [J]. 水电能源科学, 2015, 10): 204-7.
LI Yang,LI Deyuan,Mo Wenwei,et al. Dynamic Response Analysis of Offshore Wind Turbine under Combined Action of Wind and Wave[J].Water Resources and Power, ,2015, 10: 204-207.
[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, 2010, 11(4): 305-317.
[5] LACKNER M, ROTEA M. Passive structural control of offshore wind turbines [J]. Wind Energy, 2011, 14(3): 373-88.
[6] SUN C, JAHANGIRI V. Fatigue damage mitigation of offshore wind turbines under real wind and wave conditions [J]. Engineering Structures, 2019, 178:472 - 83.
[7] 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.
[8] COLWELL S, BASU B. Tuned liquid column dampers in offshore wind turbines for structural control [J]. Engineering Structures, 2009, 31(2): 358-368.
[9] 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, CHENG Jianbing,LI Jie. Investigation on vibration control of wind turbines using a ball vibration absorber[J]. Earthquake Engineering and Engineering Dynamics,2012, 32(3): 144-149.
[10] SUN C. Semi-active control of monopile offshore wind turbines under multi-hazards [J]. Mechanical Systems & Signal Processing, 2018, 99:285-305.
[11] LI K, DARBY A P. Modelling a buffered impact damper system using a spring–damper model of impact [J]. Structural Control & Health Monitoring, 2010, 16(3): 287-302.
[12] DUNCAN M R, WASSGREN C R, KROUSGRILL C M. The damping performance of a single particle impact damper [J]. Journal of Sound Vibration, 2005, 286(1): 123-144.
[13] ZHANG P, SONG G, LI H N, et al. Seismic Control of Power Transmission Tower Using Pounding TMD [J]. Journal of Engineering Mechanics, 2013, 139(10): 1395-1406.
[14] SONG G B, ZHANG P, LI L Y, et al. Vibration control of a pipeline structure using pounding tuned mass damper [J]. Journal of Engineering Mechanics, 2016, 142(6): 4016031
[15] 李英娜, 张井财, 薛启超, 等. 地震作用下PTMD对JZ20-2MUQ型导管架式海洋平台的减振研究[J],振动与冲击 2017, 36(18): 238-244.
LI Yingna, ZHANG Jingcai,XUE Qichao,et al. PTMD’s vibration reduction effect on the JZ20-2MUQ offshore jacket platform[J]. Journal of Vibration and Shock. 2017, 36(18): 238-244.
[16] JANKOWSKI R, WILDE K, FUJINO Y. Pounding of superstructure segments in bridge during earthquakes [J]. Earthquake Engineering Structural Dynamics, 2015, 27(5): 487-502.
[17] ANAGNOSTOPOULOS S A, SPILIOPOULOS K V. Investigation of earthquake induced pounding between adjacent buildings [J]. Earthquake Engineering Structural Dynamics, 2010, 21(4): 289-302.
[18] WOLF J P, SKRIKERUD P E. Mutual pounding of adjacent structures during earthquakes [J]. Nuclear Engineering Design,1980, 57(2): 253-75.
[19] CHAU K T, WEI X X. Pounding of structures modeled as non-linear impacts of two oscillators [J]. Earthquake Engineering & Structural Dynamics, 2010, 30(5): 633-651.
[20] PANTELIDES C P, MA X. Linear and nonlinear pounding of structural systems [J]. Computers & Structures, 1998, 66(1): 79-92.
[21] JING H S, YOUNG M. Impact interactions between two vibration systems under random excitation [J]. Earthquake Engineering & Structural Dynamics, 2010, 20(7): 667-81.
[22] JANKOWSKI R. Non‐linear viscoelastic modelling of earthquake‐induced structural pounding [J]. Earthquake Engineering & Structural Dynamics, 2010, 34(6): 595-611.
[23] JONKMAN J M, BUTTERFIELD S, MUSIAL W, et al.,Definition of a 5 MW Reference Wind Turbine for Offshore Systems Development [R].U.S:National Renewable Energy Laboratory, 2009.
[24] CARSWELL W, JOHANSSON J, LOVHOLT F, et al. Foundation damping and the dynamics of offshore wind turbine monopiles [J]. Renewable Energy, 2015, 80:724-736.
[25] JONKMAN B J, KILCHER L. TurbSim User's Guide: Version 1.06.00 [R].U.S:National Renewable Energy Laboratory. 2012.
[26] HANSEN M O L. Aerodynamics of Wind Turbines [M].2nd ed.UK:Earthscan.2008.
[27] SHINOZUKA M, DEODATIS G. Simulation of stochastic processes by spectral representation [J]. Applied Mechanics Reviews, 1991, 44(4):191
[28] FALTINSEN O M. sea loads on ships and offshore structures [M]. Cambridge UK: Cambridge University, 1990.
[29] 竺艳蓉. 海洋工程波浪力学 [M]. 天津大学出版社, 1991.