A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis

被引:21
|
作者
Argentini, T. [1 ]
Diana, G. [1 ]
Rocchi, D. [1 ]
Somaschini, C. [1 ]
机构
[1] Politecn Milan, Dept Mech Engn, Via La Masa 1, I-20156 Milan, Italy
关键词
Flutter instability; Multi-mode coupling; Eigenvalue analysis; Full aeroelastic model; Long span bridge; Wind tunnel testing;
D O I
10.1016/j.jweia.2016.01.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental double multi-modal flutter instability was recorded during wind tunnel tests on a full bridge aero elastic model. The analysis of this instability is presented in this paper, and it is studied with a multi-modal eigenvalue approach. It is shown that two different coupling mechanisms, one involving the symmetric modes and the other involving the anti -symmetric modes, lead to two different instabilities that occur at the same wind speed. The numerical analysis shows that a multi -modal framework and a complete set of aerodynamic coefficients are necessary to correctly estimate the flutter onset. The effect on flutter of structural and aerodynamic characteristics is discussed thoroughly, with a focus on structural modes and on the dependence of the aerodynamic coefficients upon the reduced velocity and upon the angle of attack. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:25 / 36
页数:12
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