Investigation of the effect of structural damping on wind turbine wind-induced fatigue loads

被引:1
|
作者
Kocan, Cagri [1 ]
Ozgen, Gokhan Osman [2 ]
机构
[1] Turkish Aerosp Ind Inc, Struct Dynam & Aeroelast, Ankara, Turkey
[2] Middle East Tech Univ, Dept Mech Engn, Dumlupinar Bulvari 1, TR-06800 Ankara, Cankaya, Turkey
关键词
Renewable energy; wind turbine; vibration mitigation; fatigue load; structural damping ratio; DAMPERS; MITIGATION; VIBRATIONS;
D O I
10.1080/15397734.2022.2121720
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents a quantitative investigation of the effect of structural damping ratios of the tower and blade vibration modes of wind turbines on wind-induced fatigue loads at critical blade and tower sections. Fatigue loads are used as a relative measure of fatigue life in wind turbine design applications. By increasing the structural damping ratio of each one of the critical structural modes which highly contribute to the overall vibration response, short-term and lifetime fatigue loads at critical tower and blade sections are calculated considering parked and operating conditions for different mean wind speeds as well as lifetime operational conditions.
引用
收藏
页码:680 / 705
页数:26
相关论文
共 50 条
  • [31] On the quantification of structural uncertainties of blades and their effect on wind turbine loads
    Gonzaga, P.
    Worden, K.
    Dervilis, N.
    Stevanovic, N.
    Bernhammer, L.
    Toft, H.
    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING (ISMA2020) / INTERNATIONAL CONFERENCE ON UNCERTAINTY IN STRUCTURAL DYNAMICS (USD2020), 2020, : 3853 - 3862
  • [32] WIND-INDUCED TORSIONAL LOADS ON TALL BUILDINGS
    LYTHE, GR
    SURRY, D
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1990, 36 (1-3) : 225 - 234
  • [33] Wind-induced torsional loads on low buildings
    Elsharawy, M.
    Stathopoulos, T.
    Galal, K.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2012, 104 : 40 - 48
  • [34] Wind Loads and Wind-Induced Responses of Guangzhou New TV Tower
    Zhou, Xuanyi
    Huang, Peng
    Gu, Ming
    Zhu, Ledong
    Pan, Hanming
    ADVANCES IN STRUCTURAL ENGINEERING, 2010, 13 (04) : 707 - 726
  • [35] The frequency compensation of fluctuating wind loads in wind-induced response analysis
    Wu, Yue
    Wu, Di
    Sun, Ying
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2010, 23 (05): : 480 - 486
  • [36] Wind-induced responses and equivalent static wind load of large wind turbine system
    Ke, S.-T. (keshitang@163.com), 1600, Zhejiang University (48):
  • [37] Wind-Induced Response Analysis and Fatigue Reliability Study of a Steel-Concrete Composite Wind Turbine Tower
    Zhang, Meng
    Liu, Bing
    Gao, Chongqi
    Hossain, Md Nayim
    Zhao, Guifeng
    BUILDINGS, 2024, 14 (06)
  • [38] Wind-induced response analysis of wind turbine tubular towers with consideration of rotating effect of blades
    Huo, Tao
    Tong, Lewei
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (02) : 289 - 306
  • [39] Effect of wind turbine wakes on wind-induced motions in wood-pole overhead lines
    MacIver, C.
    Cruden, A.
    Leithead, W. E.
    Bertinat, M. P.
    WIND ENERGY, 2015, 18 (04) : 643 - 662
  • [40] Wind-induced response analysis of wind turbine tower considering the centrifugal stiffening effect of blade
    Chen, Xiao-Bo
    Li, Jing
    Chen, Jian-Yun
    Gongcheng Lixue/Engineering Mechanics, 2010, 27 (01): : 240 - 245