COMPREHENSIVE ANALYSIS ON DYNAMIC CHARACTERISTICS OF FULL STEEL TOWER AND STEEL-CONCRETE COMBINED WIND TURBINE TOWERS

Chen Junling, Gao Jie, Feng Youquan, Cong Ou

Acta Energiae Solaris Sinica ›› 2024, Vol. 45 ›› Issue (1) : 334-341.

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Acta Energiae Solaris Sinica ›› 2024, Vol. 45 ›› Issue (1) : 334-341. DOI: 10.19912/j.0254-0096.tynxb.2022-1561

COMPREHENSIVE ANALYSIS ON DYNAMIC CHARACTERISTICS OF FULL STEEL TOWER AND STEEL-CONCRETE COMBINED WIND TURBINE TOWERS

  • Chen Junling1, Gao Jie1, Feng Youquan2, Cong Ou3
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Abstract

The long-term vibration monitoring has been carried out in one 120 m single-tube steel tower and one 120 m steel-concrete hybrid tower of 2.0 MW wind turbines in the same wind farm. The modal parameters of both towers are identified and analyzed by peak picking method (PP) and random subspace method (SSI) respectively and then compared with the numerical analysis results. It turns out that the first three vibration modes play a dominant role in the vibration of the two towers, and the influence of the high-order vibration modes cannot be ignored. Compared with the steel-concrete hybrid tower, the full steel tower is more easily affected by the rotation of the rotor at the top of the tower, and so that the resonance is more likely to occur. The aerodynamic damping in the modal damping is relatively large and greatly affected by the ambient wind speed and the pitch angle, which has nonlinear relationship with the wind speed and significantly changes as the pitch angle changes. Comparing the measured results with the numerical analysis results, it can be found that the measured modal frequencies of both towers and the measured mode shapes of the hybrid tower are all well consistent with the numerical analysis results, while the measured mode shapes of the full steel tower are different from the corresponding numerical results, in which the more attention should be paid in operation and maintenance.

Key words

wind turbine tower / modal identification / dynamic characteristics / aerodynamic damping / finite element analysis

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Chen Junling, Gao Jie, Feng Youquan, Cong Ou. COMPREHENSIVE ANALYSIS ON DYNAMIC CHARACTERISTICS OF FULL STEEL TOWER AND STEEL-CONCRETE COMBINED WIND TURBINE TOWERS[J]. Acta Energiae Solaris Sinica. 2024, 45(1): 334-341 https://doi.org/10.19912/j.0254-0096.tynxb.2022-1561

References

[1] 陈俊岭,高洁,赵邦州, 等. 风电机组钢塔架与钢-混凝土组合塔架动力响应对比分析[J]. 太阳能学报, 2023, 44(3): 225-231.
CHEN J L, GAO J, ZHAO B Z, et al.Comprehensive analysis of dynamic response of steel and steel-concrete combined wind turbine towers[J]. Acta energiae solaris sinica, 2023, 44(3): 225-231.
[2] 徐立新. 运行状态下模态参数识别方法的研究[D]. 南京: 南京航空航天大学, 2009.
XU L X.Investigation on the method of modal identification under operational condition[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2009.
[3] CARNE T, LOBITZ D, NORD A, et al. Finite element analysis and modal testing of a rotating wind turbine[C]//Proceedings of the 23rd Structures, Structural Dynamics and Materials Conference, New Orleans, LA, USA, 1982: AIAA1982-697.
[4] 马人乐, 马跃强, 刘慧群, 等. 风电机组塔筒模态的环境脉动实测与数值模拟研究[J]. 振动与冲击, 2011, 30(5): 152-155.
MA R L, MA Y Q, LIU H Q, et al.Ambient vibration test and numerical simulation for modes of wind turbine towers[J]. Journal of vibration and shock, 2011, 30(5): 152-155.
[5] 赵艳. 风力机结构振动监测及动力响应研究[D]. 杭州:浙江大学, 2018.
ZHAO Y.Vibration monitoring and dynamic response analysis of a wind turbine[D]. Hangzhou: Zhejiang University, 2018.
[6] SAUDI G.Experimental modal identification of full- scale wind turbine towers[C]//IOMAC 2017-7th International Operational Modal Analysis Conference, Ingolstadt, Germany: International Operational Modal Analysis Conference (IOMAC), 2017: 216-219.
[7] 赵超, 赵家钰, 孙清, 等. 环境激励下输电塔动力特性参数识别[J]. 振动与冲击, 2021, 40(4): 30-35.
ZHAO C, ZHAO J Y, SUN Q, et al.A study on identification of dynamic characteristic parameters of a transmission tower under ambient excitations[J]. Journal of vibration and shock, 2021, 40(4): 30-35.
[8] 徐帆. 基于密度聚类的结构模态参数自动识别[D]. 哈尔滨: 哈尔滨工业大学, 2020.
XU F.Automatic identification of structural modal parameters based on density clustering[D]. Harbin: Harbin Institute of Technology, 2020.
[9] MAGALHÃES F, CUNHA Á, CAETANO E. Online automatic identification of the modal parameters of a long span arch bridge[J]. Mechanical systems and signal processing, 2009, 23(2): 316-329.
[10] 陈俊岭,李哲旭,黄冬平. 盆式调谐/颗粒阻尼器在风力发电塔振动控制中的实测研究[J]. 东南大学学报(自然科学版), 2017, 47(3): 571-575.
CHEN J L, LI Z X, HUANG D P.Site measurement of basin tuned and particle damper for vibration control in wind turbine tower[J]. Journal of Southeast University (natural science edition), 2017, 47(3): 571-575.
[11] CHEN C, DUFFOUR P, DAI K S, et al.Identification of aerodynamic damping matrix for operating wind turbines[J]. Mechanical systems and signal processing, 2021, 154: 107568.
[12] 陈嘉豪,胡志强. 半潜式海上浮式风力机气动阻尼特性研究[J]. 力学学报, 2019, 51(4): 1255-1265.
CHEN J H, HU Z Q.Study on aerodynamic damping of semi-submersible floating wind turbines[J]. Chinese journal of theoretical and applied mechanics, 2019, 51(4): 1255-1265.
[13] 王道永. 海洋腐蚀环境中风电塔抗震分析及CFRP加固研究[D]. 北京: 北京科技大学, 2022.
WANG D Y.Seismic analysis and CFRP reinforcement of wind power tower in marine corrosive environment[D]. Beijing: University of Science and Technology Beijing, 2022.
[14] 陈俊岭,王大伟,冯又全. 钢-混凝土组合式风力发电塔架地震响应分析[J]. 太阳能学报, 2022, 43(3): 396-404.
CHEN J L, WANG D W, FENG Y Q.Seismic response analysis of steel-concrete hybrid wind turbine tower[J]. Acta energiae solaris sinica, 2022, 43(3): 396-404.
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