Experimental study on wind-induced vibration and aerodynamic interference effects of flexible photovoltaics

被引:0
|
作者
Yang, Wenhan [1 ,2 ]
Dai, Jiahao [1 ,2 ]
Chen, Wenli [1 ,2 ]
机构
[1] Harbin Inst Technol, Key Lab Smart Prevent Mitigat Civil Engn Disasters, Minist Ind & Informat Technol, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China
基金
中国博士后科学基金;
关键词
Photovoltaic modules; Wind-induced vibration; Interference effect; Flutter; WAKE-INDUCED VIBRATION; LOADS; ARRAYS; PARAMETERS;
D O I
10.1016/j.jweia.2024.105965
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the wind-induced vibrations (WIVs) of photovoltaic (PV) modules possessing unique characteristics such as lightweight construction, low frequency, and susceptibility to wind loads, in contrast to stationary PV systems installed on rooftops and ground surfaces. The complex interference effects within rows of flexible PV arrays were investigated under varying angles of wind attack (AOAs) and inter-row distances, specifically focusing on wind directions of 0 degrees and 180 degrees. A comparative analysis of the WIV of a single row was also conducted. The findings indicated that both single- and multi-row PV modules experience flutter instability as wind speeds increase, resulting in significant vibrations at wind directions of 0 degrees and 180 degrees. Vertical vortex- induced vibrations (VIVs) were observed in multi-row arrays at lower wind speeds prior to the onset of flutter instability, whereas no VIVs occurred in the single-row configuration. Within the three-row array, the middle row exhibited the most significant VIVs. An increase in AOA was found to correlate with elevated maximum VIV responses, wind speed, and vortex amplitude. Throughout various flutter instability scenarios, the third row consistently maintained stable. Notably, the critical wind speed for flutter was lower at a wind direction of 180 degrees, and the VIV response was more pronounced compared to that observed at 0 degrees.
引用
收藏
页数:16
相关论文
共 50 条
  • [41] Wind-induced vibration of offshore platforms
    Petrov, AA
    FLOW-INDUCED VIBRATION, 2000, : 467 - 470
  • [42] WIND-TUNNEL BLOCKAGE EFFECTS ON DRAG COEFFICIENT AND WIND-INDUCED VIBRATION
    TAKEDA, K
    KATO, M
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 42 (1-3) : 897 - 908
  • [43] Wind-induced vibration of a cantilever arch rib supported by a flexible cable system
    Zhang, Hang
    Gao, Zilong
    Tang, Haojun
    Li, Yongle
    WIND AND STRUCTURES, 2024, 39 (01) : 71 - 84
  • [44] Experimental Investigation of Bladeless Power Generator from Wind-induced Vibration
    Barata, La Ode Ahmad
    Takahiro, Kiwata
    Ueno, Toshiyuki
    Samhuddin, Samhuddin
    Hasanudin, La
    INTERNATIONAL JOURNAL OF RENEWABLE ENERGY DEVELOPMENT-IJRED, 2022, 11 (03): : 661 - 675
  • [45] Wind-induced vibration of structural cables
    Jafari, M.
    Hou, F.
    Abdelkefi, A.
    NONLINEAR DYNAMICS, 2020, 100 (01) : 351 - 421
  • [46] Wind-induced vibration of structural cables
    M. Jafari
    F. Hou
    A. Abdelkefi
    Nonlinear Dynamics, 2020, 100 : 351 - 421
  • [47] Experimental research on the wind-induced vibration of stay cables with lighting fixtures
    Deng Z.
    Tang H.
    Li Y.
    Huang J.
    Wang Y.
    Lin T.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (06): : 44 - 50and73
  • [48] Wind-Induced Failures of Flexible Structures
    Cheruku, Sumanth
    FORENSIC ENGINEERING 2022: ELEVATING FORENSIC ENGINEERING, 2022, : 403 - 410
  • [49] Analytical study on wind-induced vibration of power transmission towers
    Yasui, H
    Marukawa, H
    Momomura, Y
    Ohkuma, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1999, 83 : 431 - 441
  • [50] Experimental study on the wind-induced vibration of a dry inclined cable-Part 1: Phenomena
    Cheng, Shaohong
    Larose, Guy L.
    Savage, Mike G.
    Tanaka, Hiroshi
    Irwin, Peter A.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (12) : 2231 - 2253