Continuous dynamic monitoring of an onshore wind turbine

被引:65
|
作者
Oliveira, Gustavo [1 ]
Magalhaes, Filipe [1 ]
Cunha, Alvaro [1 ]
Caetano, Elsa [1 ]
机构
[1] Univ Porto, Fac Engn, Porto, Portugal
关键词
Wind turbine; Monitoring; Operational modal analysis; Automated; OPERATIONAL MODAL-ANALYSIS; ARCH BRIDGE; IDENTIFICATION;
D O I
10.1016/j.engstruct.2018.02.030
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Current utility-scale wind turbines are highly dynamic systems excited by a large variety of loading sources. The proper operation of wind turbines thus requires a complete knowledge of the actual dynamic behavior of the system, in order to ensure the expected longevity of their main structural elements. In that context, this paper describes the monitoring project developed for a 2.0 MW wind turbine, the description of the installed monitoring system, as well as the main steps included in the methodology developed for the continuous processing of the collected data. The main results achieved during one year of monitoring are shown in detail. They allowed to accurately characterize the variability of the dynamic properties of the wind turbine, with special emphasis on the natural frequencies and damping ratios of the most important vibration modes, throughout normal operating conditions of the turbine. In addition, several shutdown events were identified and used to estimate the modal damping of the wind turbine through the analysis of free-decay responses of the structure. This monitoring project contributes to improve the knowledge on the dynamic behavior of onshore wind turbines under normal operating conditions.
引用
收藏
页码:22 / 39
页数:18
相关论文
共 50 条
  • [31] AUTOMATED MODAL TRACKING IN A 2 MW ONSHORE WIND TURBINE
    Oliveira, Gustavo
    Magalhaes, Filipe
    Cunha, Alvaro
    Caetano, Elsa
    6TH IOMAC: INTERNATIONAL OPERATIONAL MODAL ANALYSIS CONFERENCE PROCEEDINGS, 2015, : 731 - 738
  • [32] Micro, midi or macro? Onshore wind turbine economics for Scotland
    Makkawi, A.
    Gupta, N.
    Muneer, T.
    2008 PROCEEDINGS OF THE 43RD INTERNATIONAL UNIVERSITIES POWER ENGINEERING CONFERENCE, VOLS 1-3, 2008, : 675 - 681
  • [33] On the structural response of a tall hybrid onshore wind turbine tower
    Gkantou, M.
    Martinez-Vazquez, P.
    Baniotopoulos, C.
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 3200 - 3205
  • [34] A comparative study of three onshore wind turbine foundation solutions
    Mohamed, Wael
    Austrell, Per-Erik
    COMPUTERS AND GEOTECHNICS, 2018, 94 : 46 - 57
  • [35] Experimental tests on shallow foundations of onshore wind turbine towers
    Dal Lago, Bruno
    Flessati, Luca
    Marveggio, Pietro
    Martinelli, Paolo
    Fraraccio, Giancarlo
    di Prisco, Claudio
    di Prisco, Marco
    STRUCTURAL CONCRETE, 2022, 23 (05) : 2986 - 3006
  • [36] "Wind Theft" from Onshore Wind Turbine Arrays: Sensitivity to Wind Farm Parameterization and Resolution
    Pryor, Sara C.
    Shepherd, Tristan J.
    Volker, Patrick J. H.
    Hahmann, Andrea N.
    Barthelmie, Rebecca J.
    JOURNAL OF APPLIED METEOROLOGY AND CLIMATOLOGY, 2020, 59 (01) : 153 - 174
  • [37] Special issue: Wind turbine dynamic modeling, condition monitoring and diagnosis
    You, Zheng
    Gao, Jinji
    Chu, Fulei
    Shi, Tielin
    FRONTIERS OF MECHANICAL ENGINEERING, 2017, 12 (03) : 279 - 280
  • [38] Special issue: Wind turbine dynamic modeling, condition monitoring and diagnosis
    Zheng You
    Jinji Gao
    Fulei Chu
    Tielin Shi
    Frontiers of Mechanical Engineering, 2017, 12 : 279 - 280
  • [39] Bending moment characteristic analysis of utility-scale onshore wind turbine blades based on monitoring data
    Xi, Yibo
    Lin, Kuigeng
    Pan, Jianing
    Sun, Liyun
    Li, Hao
    Wang, Zhenyu
    ENGINEERING STRUCTURES, 2023, 294
  • [40] Methods to improve wind turbine generator bearing temperature imbalance for onshore wind turbines
    Singh, Gopal
    Sundaram, Kalpathy
    WIND ENGINEERING, 2022, 46 (01) : 150 - 159