基于VMD方法的海上风力机结构TMD抗震

doi:10.3901/JME.2022.04.155

机械工程学报 ›› 2022, Vol. 58 ›› Issue (4): 155-164.doi: 10.3901/JME.2022.04.155

• 可再生能源与工程热物理 • 上一篇下一篇

扫码分享

基于VMD方法的海上风力机结构TMD抗震

闫阳天¹, 李春^1,2, 杨阳³, 缪维跑¹, 李志昊¹

1. 上海理工大学能源与动力工程学院上海 200093;
2. 上海市动力工程多相流动与传热重点实验室上海 200093;
3. 宁波大学海运学院宁波 315211

收稿日期:2021-03-22 修回日期:2021-10-25 出版日期:2022-02-20 发布日期:2022-04-30
通讯作者: 李春(通信作者),男,1963年出生,博士,教授,博士研究生导师。主要研究方向为动力机械及流体机械优化设计、风能利用等。E-mail:lichunusst@163.com
作者简介:闫阳天,男,1994年出生,博士研究生。主要研究方向为风力机结构振动控制。E-mail:yanyangtian_1220@163.com
基金资助:
国家自然科学基金(51976131,52006148)和上海市"科技创新行动计划"地方院校能力建设(19060502200)资助项目。

ANTI-seismic of Offshore Wind Turbine with TMD Based on VMD Method

YAN Yangtian¹, LI Chun^1,2, YANG Yang³, MIAO Weipao¹, LI ZhiHao¹

1. School of Energy and Power Engineering, University of Shanghai for Science and Technology, Shanghai 200093;
2. Shanghai Key Laboratory of Multiphase Flow and Heat Transfer in Power Engineering, Shanghai 200093;
3. School of Maritime and Transportation, Ningbo University, Ningbo 315211

Received:2021-03-22 Revised:2021-10-25 Online:2022-02-20 Published:2022-04-30

摘要/Abstract

摘要： 为研究大型单桩式海上风力机结构的TMD振动控制效果，采用实测地震发生时土壤位移时域响应作为地震激励，通过文克尔模型及p-y曲线法构筑的非线性土-构耦合模型模拟土壤中地震释放的能量传递给风力机的过程，以NREL 5 MW大型单桩式海上风力机为研究对象，建立有限元模型，研究TMD对支撑结构在突发地震时的作用及瞬态动力学响应，并采用VMD方法对时域结果进行分析，从不同频带分析TMD对海上风力机的控制效果。结果表明，突发性地震导致塔顶发生大幅剧烈震颤，机舱加速度激增。地震发生时，TMD与风力机塔顶的位移响应形成明显相位差是其实现对风力机在地震发生时被动控制的主要机理，TMD对塔顶位移及机舱加速度响应的高频带分量控制效果更好，保证塔顶诸多重要部件的稳定运行。

关键词: 海上风力机, 调频质量阻尼器, 地震, 动力学响应, 变分模态分解法

Abstract: In order to study the TMD vibration control effect of large-scale monopile offshore wind turbine structure, the soil displacement time domain response is used as the seismic excitation when the measured earthquake occurs, and the nonlinear soil-structure coupling model constructed by the Winkler model and the p-y curve method is used to simulate the process of energy transfer from the earthquake to the wind turbine. Taking the NREL 5 MW large single-pile offshore wind turbine as the research object, the finite element model is established to study the effect of TMD on the supporting structure in sudden earthquake and the transient dynamic response, the time domain results are analyzed using the VMD method. The effect of TMD on offshore wind turbine is analyzed from different frequency. The results show that the sudden earthquake caused a sharp and severe tremor at the top of the tower, and the cabin acceleration surged. When the earthquake occurs, the obvious phase difference between the TMD and the displacement response of the wind turbine tower is the main mechanism for the passive control of the wind turbine during the earthquake. The TMD has better control effect on the high-frequency component of the tower top displacement and the cabin acceleration response. It guarantees the stable operation of many important parts at the top of the tower.

Key words: offshore wind turbine, tuned mass damper, seismic, dynamic response, variational mode decomposition

中图分类号:

TK83

闫阳天, 李春, 杨阳, 缪维跑, 李志昊. 基于VMD方法的海上风力机结构TMD抗震[J]. 机械工程学报, 2022, 58(4): 155-164.

YAN Yangtian, LI Chun, YANG Yang, MIAO Weipao, LI ZhiHao. ANTI-seismic of Offshore Wind Turbine with TMD Based on VMD Method[J]. Journal of Mechanical Engineering, 2022, 58(4): 155-164.

参考文献

[1] 李春,叶舟,高伟,等.现代海陆风力机计算与仿真[M].上海:上海科学技术出版社,2012. LI Chun,YE Zhou,GAO Wei,et al. Modern large-scale wind turbine design principle[M]. Shanghai:Shanghai Science and Technology Press,2012
[2] KARIN O,STEVE S,ALASTAIR D,et al. GWEC global wind report 2018[R]. Global Wind Energy Council,2019.
[3] 杨阳,李春,张万福,等.抗震风力机结构设计载荷需求研究[J].机械工程学报,2018,54(16):204-211. YANG Yang,LI Chun,ZHANG Wanfu,et al. Research on structural strength demand for aseismatic wind turbine[J]. Journal of Mechanical Engineering,2018,54(16):204-211
[4] 吴攀.风况特性及地震载荷对风力机性能与结构影响研究[D].上海:上海理工大学,2014. WU Pan. Research on wind condition and seismic loads of performance and structure of wind turbine[D]. Shanghai:University of Shanghai for Science and Technology,2014.
[5] 季亮.钢管塔架式水平轴风力发电机组抗震研究[D].北京:北京建筑大学,2013. JI Liang. Study on seismic resistance of horizontal axis wind turbine with steel tube tower[D]. Beijing:Beijing University of Civil Engineering and Architecture,2013.
[6] XUE F W,XIANG W Z,JIA L L,et al. A review on recent advancements of substructures for offshore wind turbines[J]. Energy Conversion and Management,2018,158:103-119.
[7] XIAO N W,YU H,YE L,et al. Foundations of offshore wind turbines:A review[J]. Renewable and Sustainable Energy Reviews,2019,104:379-393.
[8] 卢东海.基于ANSYS的导管架式海上风力发电机组支撑结构分析[D].北京:华北电力大学,2016. LU Donghai. Analysis of jacket support structure for offshore wind turbine based on ANSYS[D]. Beijing:North China Electric Power University,2016.
[9] EVANGELOS K,SIMONE C,WILLEM G,et al. Geotechnical aspects of offshore wind turbine dynamics emerging from 3D sand-monopile non-linear simulations[J]. Soil Dynamics and Earthquake Engineering,2019,120(1):181-199.
[10] JONKMAN J,MUSIAL W. Offshore code comparison collaboration (OC 3) for IEA Wind Task 23 offshore wind technology and deployment[R]. Colorado:National Renewable Energy Laboratory,2010.
[11] BISOI S,HALDAR S. Design of monopile supported offshore wind turbine in clay considering dynamic soil-structure-interaction[J]. Soil Dynamics and Earthquake Engineering,2015,73:103-117.
[12] CARSWELL W,ARWADE S R,DEGROOT D J,et al. Soil-structure reliability of offshore wind turbine monopile foundations[J]. Wind Energy,2015,18(3):483-498.
[13] 胡聿贤.地震工程学[M].北京:地震出版社,2006. HU Jinxian. Earthquake engineering[M]. Beijing:Seismological Press,2006.
[14] DAI K,SHENG C,ZHAO Z,et al. Nonlinear response history analysis and collapse mode study of a wind turbine tower subjected to tropical cyclonic winds[J]. Wind and Structures,2017,25(1):79-100.
[15] PROWELL I,VELETZOS M,ELGAMAL A,et al.Experim ental and numerical seismic response of a 65kW wind turbine[J]. Journal of Earthquake Engineering,2009,13(8):1172-1190.
[16] ASAREH M A,PROWELL I. Seismic loading for FAST[R]. USA:National Renewable Energy Laboratory,Technical Report NREL/SR-500-53872,2011.
[17] MA H,ZHANG D. Seismic response of a prestressed concrete wind turbine tower[J]. International Journal of Civil Engineering,2016,14(8):561-571.
[18] GHAEMMAGHAMI A R,KIANOUSH R,MERCAN O. Numerical modeling of dynamic behavior of annular tuned liquid dampers for the application in wind towers under seismic loading[J]. Journal of Vibration&Control,2016,22(18):3858-3876.
[19] BARGI K,DEZVAREH R,MOUSAVI S A. Contribution of tuned liquid column gas dampers to the performance of offshore wind turbines under wind,wave,and seismic excitations[J]. Earthquake Engineering&Engineering Vibration,2016,15(3):551-561.
[20] CHEN J,ZHAN G,ZHAO Y. Application of spherical tuned liquid damper in vibration control of wind turbine due to earthquake excitations[J]. The Structural Design of Tall&Special Buildings,2016,25(10):431-443.
[21] 刘中胜,杨阳,李春,等.基于TMD控制的风力机机构的抗震研究[J].机械强度,2018,40(6):36-41. LIU Zhongsheng,YANG Yang,LI chun,et al. Anti-seismic study of wind turbine structure based on TMD[J]. Journal of Mechanical Strength,2018,40(6):36-41.
[22] 王文华.地震作用下固定式海上风机耦合反应分析及振动控制研究[D].大连:大连理工大学,2018. WANG Wenhua. Fully coupled analysis and vibration control of bottom fixed offshore wind turbine under earthquakes[D]. Dalian:Dalian University of Technology,2018.
[23] DRAGOMIRETSKIY K,ZOSSO D. Variational mode decomposition[J]. IEEE Transactions on Signal Processing,2014,62(3):531-544.
[24] JINXIU L,JANNE H,ERMIAS A,et al. Land cover characterization in west sudanian savannas using seasonal features from annual landsat time series[J]. Remote Sensing,2016,8(5):365-378.
[25] LI Z N,ZHU M. Research on mechanical fault diagnosis method based on variational mode decomposition[J]. Acta Armamentarii,2017,38(3):593-599.
[26] JONKMAN J,BUTTERFIELD S,MUSIAL W,et al. Definition of a 5 MW reference wind turbine for offshore system development[R]. NREL/TP-500-38060,2009.
[27] 贺广零.考虑土-结构相互作用的风力发电高塔系统地震动力响应分析[J].机械工程学报,2009,45(7):87-94. HE Guangling. Seismic response analysis of wind turbine tower systems considering soil-structure interaction[J]. Journal of Mechanical Engineering, 2009,45(7):87-94.
[28] 刘中胜,杨阳,李春,等.不同土质风力机塔架地震动态响应分析[J].振动与冲击,2018,37(10):261-268. LIU Z S,YANG Y,LI C,et al. Analysis on the seismic dynamic responses of wind turbine structures on different kinds of soil grounds[J]. Journal of Vibration and Shock. 2018,37(10):261-268.
[29] JU S H,HUANG Y C. Analyses of offshore wind turbine structures with soil-structure interaction under earthquakes[J]. Ocean Engineering,2019,187(9):1-11.
[30] TIMOTHY D A,ROBERT B D,JONATHAN P. S,et al. Pacific earthquake engineering research (PEER) ground motion database[S]. PEER NGA-West2 database,2013.
[31] JONKMAN B J,BUHL M L. Turbsim user's guider[R]. National Renewable Energy Laboratory,2006.
[32] 李倩倩,李春,杨阳.自相似性和分形维数在风场分析中的应用[J].动力工程学报,2016,36(11):914-919. LI Q,LI C,YANG Y. Application of wind speed self-similarity and fractal dimension in wind field analysis[J]. Journal of Chinese Society of Power Engineering,2016,36(11):914-926.
[33] MONIN A S,OBUKHOV A M. Basic laws of turbulent mixing in the surface layer of the atmosphere[J]. Tr. Akad Nauk SSSR Geophiz Inst,1954,24(151):163-187.
[34] MURALI B. Recommended practice for planning,designing and constructing fixed offshore platforms-working stress design[S]. New York:API Recommended Practice,2019.
[35] 贺安新,徐振领,张斌,等.调质阻尼器在石化高耸结构风振控制中的首次应用[J].石油化工设备,2019,48(3):55-60. HE Anxin,XU Zhenling,ZHANG Bin,et al. The first aoolication of tuned mass damper in wind-induced vibration control of petrochemical tower structure[J]. Petro-Chemical Equipment,2019,48(3):55-60.
[36] 滕军.结构振动控制的理论、技术和方法[M].北京:科学出版社,2009. TENG Jun. Theory,techniques and methods of structural vibration control[M]. Beijing:Science Press,2009.
[37] LACKNER M A,RATEA M A. Passive structural control of offshore wind turbines[J]. Wind Energy,2011,14(3):373-388.
[38] 刘洋,曹云东,侯春光.基于经验模态分解及维格纳威尔分布的电缆双端故障定位算法[J].中国电机工程学报,2015,35(16):4086-4093. LIU Yang,CAO Yundong,HOU Chunguang. The cable two-terminal fault location algorithm based on EMD and WVD[J]. Proceedings of the CSEE,2015,35(16):4086-4093.

基于VMD方法的海上风力机结构TMD抗震

ANTI-seismic of Offshore Wind Turbine with TMD Based on VMD Method

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	张行, 富宽, 陈铭浩, 李睿, 石新娜. 压差式多节串联管道机器人越障时动力学演化规律及减振分析[J]. 机械工程学报, 2024, 60(8): 348-359.
[2]	朱继宏, 张亦飞, 侯杰, 李祥吉, 张卫红. 考虑动力学响应的天线座拓扑-自由尺寸协同优化设计[J]. 机械工程学报, 2024, 60(11): 20-31.
[3]	胡银龙, 徐进, 程昌俊, 周辉, 蔡旭昊. 基于机电惯容的漂浮式海上风力机无源振动控制[J]. 机械工程学报, 2023, 59(5): 202-211.
[4]	张行, 崔灿, 廖宁生, 张仕民. 考虑流固耦合的管道机器人冲击环焊缝过程动力学建模与分析[J]. 机械工程学报, 2020, 56(23): 129-140.
[5]	胡林, 程启寅, 黄晶, 陈强. 自行车座椅高度对事故中骑车人动力学响应的影响[J]. 机械工程学报, 2018, 54(21): 81-89.
[6]	杨阳, 李春, 张万福, 袁全勇. 抗震风力机结构设计载荷需求研究[J]. 机械工程学报, 2018, 54(16): 204-211.
[7]	王志伟, 戚德彬. 两层计算机堆码包装动力学试验研究^*[J]. 机械工程学报, 2017, 53(3): 90-99.
[8]	岳巍澎, 刘燕, 薛宇. 海上湿气对风力机叶片气动特性影响初探[J]. 机械工程学报, 2017, 53(10): 151-159.
[9]	李雨桐;王玉新. 力作用下并联机构奇异点动态稳定性[J]. , 2013, 49(3): 31-35.
[10]	陈思雨;唐进元. 间隙对含摩擦和时变刚度的齿轮系统动力学响应的影响[J]. , 2009, 45(8): 119-124.
[11]	贺广零. 考虑土－结构相互作用的风力发电高塔系统地震动力响应分析[J]. , 2009, 45(7): 87-94.
[12]	李德源;刘胜祥;张湘伟. 海上风力机塔架在风波联合作用下的动力响应数值分析[J]. , 2009, 45(12): 46-52.
[13]	曲淑英;王心健;孙仙山;张春萍. 考虑局部动力效应影响的大型起重机寿命预测[J]. , 2004, 40(8): 174-177.
[14]	黄红武;刘正恒;钟志华;杨济匡. 汽车与高速公路护栏碰撞的计算机仿真[J]. , 2003, 39(11): 130-135.
[15]	曲淑英;王心健;曲乃泗;杨春秋. 环形起重设备的局部动力效应和抗震分析[J]. , 2002, 38(11): 80-83.