A novel method for frequency analysis of a small wind turbine with tubular guyed tower: An experimental evaluation

被引:1
|
作者
Hernandez-Estrada, Edwin [1 ]
Lastres-Danguillecourt, Orlando [1 ]
Robles-Ocampo, Jose B. [2 ]
Duharte, Guillermo Ibanez [1 ]
机构
[1] Univ Ciencias & Artes Chiapas, Inst Invest & Innovac Energias Renovables, Libramiento Norte Poniente 1150, Tuxtla Gutierrez 29039, Chiapas, Mexico
[2] Univ Politecn Chiapas, Cuerpo Acad Energia & Sustentabilidad, Carretera Tuxtla Gutierrez Portillo Zaragoza Km 21, Suchiapa 29150, Chiapas, Mexico
关键词
Small wind turbine; Raleigh -Ritz method; Guyed tower; Cable stiffness; DESIGN;
D O I
10.1016/j.engstruct.2023.116870
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study sets out a novel methodology for the theoretical and experimental analysis required to find the natural frequencies of a small wind turbine with a guyed tower. These frequencies may cause resonance phenomena when occurring close to each other. These phenomena require precise mathematical models and experimental analysis to facilitate structural design calculations. The method uses a life-sized commercial turbine mounted on a fold-down guyed tower, the Rayleigh-Ritz numerical method, vibration modes, blade frequency, and cable stiffness. In addition, cable stiffness value depends on various factors, such as diameter, longitude, and materials. The results reveal that it is possible to shift the fundamental frequency of the cable and its harmonics. The cable is the main element that may cause resonances in other elements of the small wind turbine with a tubular guyed tower due to the range of frequencies that can be adopted depending on the cable tension. Finally, the results show a reasonable concordance between the values for the natural frequencies calculated by the mathematical model and the experimental values, obtaining an error of lower than 3.43% for the fundamental frequency system.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] Experimental research and comparative analysis on seismic performance of wind turbine frustum tower drum and latticed tower
    Li, Bin
    Yang, Xiaoyun
    Gao, Chunyan
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (SUPPL.1): : 161 - 166
  • [22] Finite Element Analysis of Wind Turbine Tower
    Li, Xile
    Ren, Limin
    ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 825 - 828
  • [23] Buckling analysis on large wind turbine tower
    Yang, Congxin
    Liu, Yixiong
    Wang, Bin
    RENEWABLE AND SUSTAINABLE ENERGY II, PTS 1-4, 2012, 512-515 : 604 - +
  • [24] Finite Element Analysis for the Wind Resistance of the Tower of Wind Turbine
    Wei, Hua
    Cheng, Yanjun
    Peng, Zhiyuan
    Wang, Haijun
    MANUFACTURING PROCESS TECHNOLOGY, PTS 1-5, 2011, 189-193 : 1718 - +
  • [25] ANALYSIS OF WIND RESISTANCE OF THE WIND TURBINE TOWER BASED ON ANSYS
    Wang, Hai-Jun
    Gu, Wen-Ying
    Zhao, Yun
    Wei, Hue
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 1577 - 1582
  • [26] Finite element method for the static and dynamic analysis of FRP guyed tower
    Alshurafa, Sami
    Alhayek, Hanan
    Polyzois, Dimos
    JOURNAL OF COMPUTATIONAL DESIGN AND ENGINEERING, 2019, 6 (03) : 436 - 446
  • [27] Performance Analysis of a Vibration Absorber for Small Wind Turbine Tower Using an Equivalent Model
    Lee, Soo Bin
    Kim, Seock Hyun
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2019, 43 (09) : 651 - 656
  • [28] An aerodynamic analysis of a novel small wind turbine based on impulse turbine principles
    Ying, Pei
    Chen, Yong Kang
    Xu, Yi Geng
    RENEWABLE ENERGY, 2015, 75 : 37 - 43
  • [29] Design feasibility of double-skinned composite tubular wind turbine tower
    Han, Taek Hee
    Park, Young Hyun
    Won, Deokhee
    Lee, Joo-Ha
    WIND AND STRUCTURES, 2015, 21 (06) : 727 - 753
  • [30] Dynamic reliability estimation of onshore wind turbine tower based on frequency-domain method
    Liu, Yangyudong
    He, Minjuan
    JOURNAL OF VIBRATION AND CONTROL, 2025,