Study on the influence of structural parameters and 3D effects on nonlinear bridge flutter using amplitude-dependent flutter derivatives

IF 3.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL Journal of Fluids and Structures Pub Date : 2024-02-22 DOI:10.1016/j.jfluidstructs.2024.104085
Kai Li , Yan Han , C.S. Cai , Jun Song , Peng Hu
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Abstract

To estimate nonlinear flutter response of long-span bridges, this study established a method for identifying full set of amplitude-dependent flutter derivatives (FDs) from free vibration wind tunnel tests. Taking a typical double-deck truss bridge as a Case study, the amplitude-dependent FDs of the bridge deck at the whole wind speed regime are identified and cross-validated based on large-amplitude free vibration wind tunnel tests of its single degree of freedom (SDOF) torsional and 2DOF vertical-torsional section models. The influential mechanism of vertical DOF on nonlinear flutter was revealed by quantitatively comparing the nonlinear aerodynamic damping of the SDOF and 2DOF systems. The amplitude-dependent FDs are then used to calculate the nonlinear flutter responses of the 2D bridge section and a prototype long-span suspension bridge (1650m) with four main cables based on developed 2D and 3D nonlinear flutter analysis methods. Finally, the influence of structural parameters and 3D effects on nonlinear flutter are quantified and discussed. The results show that the 2DOF system has a lower critical wind speed and higher torsional stable amplitudes compared with the SDOF system since the participation of vertical DOF introduces the negative coupled aerodynamic damping to the system. The aerodynamic nonlinearity becomes stronger and stronger as the wind speed increases and it mainly leads to the significant amplitude dependence of the uncoupled aerodynamic damping, which is the key factor to cause the limit cycle oscillation (LCO)-type of flutter. While the coupled aerodynamic damping appears to be a relatively linear damping with weak amplitude-dependence within the studied wind speed and it mainly plays the role of reducing the stability of the system. The 3D effects of the vibrating bridge deck will reduce the system stability mainly by increasing the negative uncoupled aerodynamic damping. Therefore, the amplitudes of nonlinear flutter will be seriously underestimated if the 3D effects are ignored.

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利用随振幅变化的扑动导数研究结构参数和三维效应对非线性桥梁扑动的影响
为了估算大跨度桥梁的非线性飘动响应,本研究建立了一种从自由振动风洞试验中识别全套振幅相关飘动导数(FDs)的方法。以一座典型的双层桁架桥为案例,基于其单自由度(SDOF)扭转和二维自由度(2DOF)垂直扭转截面模型的大振幅自由振动风洞试验,识别并交叉验证了桥面在全风速状态下的振幅相关扑翼导数。通过定量比较 SDOF 和 2DOF 系统的非线性气动阻尼,揭示了垂直 DOF 对非线性扑翼的影响机制。然后,基于所开发的二维和三维非线性扑动分析方法,使用振幅相关的 FDs 计算了二维桥梁截面和带有四根主缆的原型大跨度悬索桥(1650 米)的非线性扑动响应。最后,量化并讨论了结构参数和三维效应对非线性飘移的影响。结果表明,与 SDOF 系统相比,2DOF 系统具有更低的临界风速和更高的扭转稳定振幅,因为垂直 DOF 的参与为系统引入了负耦合气动阻尼。空气动力非线性随着风速的增加而变得越来越强,这主要导致了非耦合空气动力阻尼的显著振幅依赖性,而非耦合空气动力阻尼正是导致极限循环振荡(LCO)型扑腾的关键因素。而耦合空气动力阻尼在所研究的风速范围内似乎是一个相对线性的阻尼,其振幅依赖性较弱,主要起到降低系统稳定性的作用。振动桥面的三维效应主要通过增加负的非耦合空气动力阻尼来降低系统稳定性。因此,如果忽略三维效应,非线性飘移的振幅将被严重低估。
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来源期刊
Journal of Fluids and Structures
Journal of Fluids and Structures 工程技术-工程:机械
CiteScore
6.90
自引率
8.30%
发文量
173
审稿时长
65 days
期刊介绍: The Journal of Fluids and Structures serves as a focal point and a forum for the exchange of ideas, for the many kinds of specialists and practitioners concerned with fluid–structure interactions and the dynamics of systems related thereto, in any field. One of its aims is to foster the cross–fertilization of ideas, methods and techniques in the various disciplines involved. The journal publishes papers that present original and significant contributions on all aspects of the mechanical interactions between fluids and solids, regardless of scale.
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