[en] 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
<br />is based on the integration of the power spectral density of the aeroelastic response. Traditional
<br />integration methods struggle to efficiently estimate these integrals because of the marked eakedness 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.
Disciplines :
Civil engineering
Author, co-author :
Heremans, Julien ; Université de Liège - ULiège > Département ArGEnCo > Analyse sous actions aléatoires en génie civil
Mayou, Anass ; Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo
Denoël, Vincent ; Université de Liège - ULiège > Département ArGEnCo > Analyse sous actions aléatoires en génie civil
Language :
English
Title :
Background/Resonant decomposition of the stochastic torsional flutter response of an aeroelastic oscillator under buffeting loads
Publication date :
2021
Journal title :
Journal of Wind Engineering and Industrial Aerodynamics
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Bibliography
Abbas, Tajammal, Kavrakov, Igor, Morgenthal, Guido, Methods for flutter stability analysis of long-span bridges: a review. Proceedings of the Institution of Civil Engineers-Bridge Engineering, vol. 170, 2017, Thomas Telford Ltd, 271–310.
Amandolese, Xavier, Michelin, Sébastien, Choquel, M., Low speed flutter and limit cycle oscillations of a two-degree-of-freedom flat plate in a wind tunnel. J. Fluid Struct. 43 (2013), 244–255.
Andrianne, Thomas, de Ville de Goyet, Vincent, Mitigation of the torsional flutter phenomenon of bridge deck section during a lifting phase. 8th International Colloquium on Bluff Body Aerodynamics and Application, 2016.
Argentini, Tommaso, Pagani, A., Rocchi, Daniele, Alberto, Zasso, Monte Carlo analysis of total damping and flutter speed of a long span bridge: effects of structural and aerodynamic uncertainties. J. Wind Eng. Ind. Aerod. 128 (2014), 90–104.
Bisplinghoff, Raymond L., Ashley, Holt, Principles of Aeroelasticity. 2013, Courier Corporation.
Canor, Thomas, Caracoglia, Luca, Vincent, Denoël, Application of random eigenvalue analysis to assess bridge flutter probability. J. Wind Eng. Ind. Aerod. 140 (2015), 79–86.
Caracoglia, Luca, Jones, Nicholas P., Time domain vs. frequency domain characterisation of aeroelastic forces for bridge sections. J. Wind Eng. Ind. Aerod. 91:3 (2003), 371–402.
Chen, Xinzhong, Improved understanding of bimodal coupled bridge flutter based on closed-form solutions. J. Struct. Eng. 133:1 (2007), 22–31.
Chen, Xinzhong, Kareem, Ahsan, Identification of critical structural modes and flutter derivatives for predicting coupled bridge flutter. J. Wind Eng. Ind. Aerod. 96:10–11 (2008), 1856–1870.
Chen, Xinzhong, Matsumoto, Masaru, Kareem, Ahsan, Aerodynamic coupling effects on flutter and buffeting of bridges. J. Eng. Mech. 126:1 (2000), 17–26.
Davenport, Alan G., The response of slender, line-like structures to a gusty wind. Proc. Inst. Civ. Eng. 23:3 (1962), 389–408.
Denoël, Vincent, Estimation of modal correlation coefficients from background and resonant responses. Struct. Eng. Mech.: Int. J. 32:6 (2009), 725–740.
Denoël, Vincent, On the background and biresonant components of the random response of single degree-of-freedom systems under non-Gaussian random loading. Eng. Struct. 33:8 (2011), 2271–2283.
Denoël, Vincent, Degée, Hervé, Asymptotic expansion of slightly coupled modal dynamic transfer functions. J. Sound Vib. 328:1–2 (2009), 1–8.
Diana, Giorgio, Stoyanoff, Stoyan, Aas-Jakobsen, Ketil, Allsop, Andrew, Andersen, Michael, Argentini, Tommaso, Montoya, Miguel Cid, Hernandez, Santiago, Jurado, Jose Angel, Katsuchi, Hiroshi, Kavrakov, Igor, Kim, Ho-Kyung, Larose, Guy, Larsen, Allan, Morgenthal, Guido, Oiseth, Ole, Omarini, Simone, Rocchi, Daniele, Svendsen, Martin, Wu, Teng, Iabse task group 3.1 benchmark results. part 1: numerical analysis of a two-degree-of-freedom bridge deck section based on analytical aerodynamics. Struct. Eng. Int., 2019, 1–10 0(0).
Dimitriadis, Grigorios, Introduction to Nonlinear Aeroelasticity. 2017, John Wiley & Sons.
EN, EN 1991-1-4:2005+A1 Eurocode 1: Actions on Structures - Part 1-4. 2009, General actions - Wind actions, Brussels CEN.
Foucriat, Cremona, Comportement au vent des ponts, chapter Notions d'aérodynamique et d’élasticité, page 3.30. 2002, Association Francaise de Génie Civil.
Hémon, Pascal, Vibrations des structures couplées avec le vent. 2006, Editions Ecole Polytechnique.
Hinch, E John, Perturbation Methods. 1991.
Jain, Anurag, Jones, Nicholas P., Scanlan, Robert H., Coupled flutter and buffeting analysis of long-span bridges. J. Struct. Eng. 122:7 (1996), 716–725.
Jones, R.T., NACA Technical Report The Unsteady Lift on a Wing of Finite Aspect Ratio, 681, 1940.
Katsuchi, H., Jones, N.P., Scanlan, R.H., Akiyama, H., Multi-mode flutter and buffeting analysis of the akashi-kaikyo bridge. J. Wind Eng. Ind. Aerod. 77 (1998), 431–441.
Larsen, Allan, Advances in aeroelastic analyses of suspension and cable-stayed bridges. J. Wind Eng. Ind. Aerod., 74-76, 1998 73–90.
Larsen, Allan, Aerodynamics of the tacoma narrows bridge - 60 years later. Struct. Eng. Int. 10:4 (2000), 243–248.
Miyata, T., Yamada, H., Coupled flutter estimate of a suspension bridge. J. Wind Eng. Ind. Aerod. 33:1–2 (1990), 341–348.
Pindado, S., Meseguer, J., Franchini, S., The influence of the section shape of box-girder decks on the steady aerodynamic yawing moment of double cantilever bridges under construction. J. Wind Eng. Ind. Aerod. 93:7 (2005), 547–555.
Press, William H., Teukolsky, Saul A., Vetterling, William T., Flannery, Brian P., Numerical Recipes 3rd Edition: the Art of Scientific Computing. 2007, Cambridge university press.
Sarkar, Partha P., Jones, Nicholas P., Scanlan, Robert H., System identification for estimation of flutter derivatives. J. Wind Eng. Ind. Aerod. 42:1–3 (1992), 1243–1254.
Sarkar, Partha P., Caracoglia, Luca, Haan, Frederick L. Jr., Sato, Hiroshi, Murakoshi, Jun, Comparative and sensitivity study of flutter derivatives of selected bridge deck sections, part 1: analysis of inter-laboratory experimental data. Eng. Struct. 31:1 (2009), 158–169.
Scanlan, Robert H., Problematics in formulation of wind-force models for bridge decks. J. Eng. Mech. 119:7 (1993), 1353–1375.
Scanlan, Robert H., Jones, Nicholas P., Aeroelastic analysis of cable-stayed bridges. J. Struct. Eng. 116:2 (1990), 279–297.
Scanlan, Robert H., Tomo, J., Air foil and bridge deck flutter derivatives. J. Soil Mech. Found Div. 97:6 (1971), 1717–1737.
Simiu, Emil, Scanlan, Robert H., Wind Effects on Structures: Fundamentals and Applications to Design. 1996.
Theodorsen, Theodore, NACA Report General Theory of Aerodynamic Instability and the mechanism of Flutter, 496, 1935.
Tubino, Federica, Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges. J. Wind Eng. Ind. Aerod. 93:12 (2005), 929–950.
Zhang, C.G., Soft Flutter and Parameters Identification of Nonlinear Self-Excited Aerodynamic Force of Bridge Girder. 2007, Tongji University, China.
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