Background/Resonant decomposition of the stochastic torsional flutter response of an aeroelastic oscillator under buffeting loads

被引:4
|
作者
Heremans, Julien [1 ]
Mayou, Anass [1 ]
Denoel, Vincent [1 ]
机构
[1] Univ Liege, Struct & Stochast Dynam, Struct Engn, Liege, Belgium
关键词
Multiple timescale spectral analysis; Flutter; Galloping; Divergence; Aeroelastic instability; COUPLED FLUTTER; DERIVATIVES; SUSPENSION; IDENTIFICATION; COEFFICIENTS; BRIDGES;
D O I
10.1016/j.jweia.2020.104423
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The complete flutter analysis of a structure requires the repeated analysis of the aeroelastic response of the structure for various wind velocities. In a spectral approach, each of these analyses is based on the integration of the power spectral density of the aeroelastic response. Traditional integration methods struggle to efficiently estimate these integrals because of the marked peakedness of the function in the neighborhood of the poles of the system. In this paper, we have derived an extension of the Background/Resonant decomposition (which is commonly applied under the quasi-steady assumption), to aeroelastic analysis, where the stiffness and damping of the coupled system changes with frequency. Both the background and resonant components take a more general form than in the well known case. They remain simple, however, and offer therefore a straightforward understanding of the response. The proposed formulation is illustrated with several examples of torsional flutter, where the critical state corresponds either to torsional galloping either to divergence. The study is limited to single degree-of-freedom systems but constitute the cornerstone of an extension to multi degree-of-freedom systems, where such an approximation becomes very interesting in terms of computational efficiency.
引用
收藏
页数:11
相关论文
共 45 条
  • [1] Analysis of flutter vibration response of large wind turbine blades under resonant loads
    Zhuang Yuqi
    Zhao Bin
    2018 INTERNATIONAL CONFERENCE ON CIVIL, ARCHITECTURE AND DISASTER PREVENTION, 2019, 218
  • [2] Nonlinear parametric modeling of suspension bridges under aeroelastic forces: torsional divergence and flutter
    Andrea Arena
    Walter Lacarbonara
    Nonlinear Dynamics, 2012, 70 : 2487 - 2510
  • [3] Nonlinear parametric modeling of suspension bridges under aeroelastic forces: torsional divergence and flutter
    Arena, Andrea
    Lacarbonara, Walter
    NONLINEAR DYNAMICS, 2012, 70 (04) : 2487 - 2510
  • [4] Nonlinear aeroelastic analysis of airfoil section under stall flutter oscillations and gust loads
    dos Santos, L. G. P.
    Marques, F. D.
    JOURNAL OF FLUIDS AND STRUCTURES, 2021, 102
  • [5] On the occurrence of flutter in the lateral-torsional instabilities of circular arches under follower loads
    Challamel, Noel
    Casandjian, Charles
    Lerbet, Jean
    JOURNAL OF SOUND AND VIBRATION, 2009, 320 (03) : 617 - 631
  • [6] Flutter and buffeting performances of Third Nanjing Bridge over Yangtze River under yaw wind via aeroelastic model test
    Zhu, L. D.
    Wang, M.
    Wang, D. L.
    Guo, Z. S.
    Cao, F. C.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2007, 95 (9-11) : 1579 - 1606
  • [7] A Background/Resonant decomposition based method to predict the behavior of 2-dof aeroelastic oscillators
    Heremans, Julien
    Geuzaine, Margaux
    Denoel, Vincent
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2023, 233
  • [8] Spectral response of a stochastic oscillator under impacts
    Fogli, M
    Bressolette, P
    MECCANICA, 1997, 32 (01) : 1 - 12
  • [9] Spectral Response of a Stochastic Oscillator under Impacts
    M. FOGLI
    PH. BRESSOLETTE
    Meccanica, 1997, 32 : 1 - 12
  • [10] Unified numerical model of wind-induced response of long-span structures: Aerostatic torsional divergence, flutter, and random buffeting
    Wang, Shi-Jun
    Zhang, Wen-Ming
    Tian, Yun-Fei
    Bao, Cheng-Jia
    Chen, Zi- Yun
    STRUCTURES, 2022, 45 : 1076 - 1094