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A CFD Study on the Influence of Free-stream Deterministic Gusts on the Critical Flutter Velocity of Streamlined Bridge Decks

机译:基于自由流决定性阵风对流线型桥甲板临界颤动速度影响的CFD研究

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In the design of super-long-span bridges, the wind actions are commonly a governing criterion. Critical design checks for wind-induced vibrations involve experimental and numerical procedures for determination of the flutter instability threshold, commonly under laminar free-stream. The influence of free-stream turbulence on the critical flutter velocity of bridge decks still represents an open topic in bridge aerodynamics. This paper presents an investigation of the influence of free-stream deterministic gusts on the critical flutter velocity using Computational Fluid Dynamics (CFD). Deterministic free-stream harmonic gusts are simulated by modelling the wake of two flapping airfoils using the two-dimensional Vortex Particle Method (VPM). These gusts are then applied to a streamlined bridge deck and the oscillation amplitudes are studied for various gust amplitudes and frequencies. The results indicate that the critical flutter velocity is reduced for harmonic gusts with a frequency similar to the critical frequency under laminar free-stream, while it is not in affect for gust frequencies corresponding to the structural frequencies. By dissecting the random free-stream into harmonic gusts, this study aims to provide a deeper understanding of the physical processes occurring in the fluid-structure interaction near the instability threshold.
机译:在超长跨度桥梁的设计中,风动作通常是管理标准。风力诱导振动的关键设计检查涉及用于确定颤动不稳定阈值的实验和数值程序,通常在层流自由流下。自由流湍流对桥梁甲板临界颤动速度的影响仍代表桥梁空气动力学中的开放题目。本文介绍了使用计算流体动力学(CFD)对自由流确定阵风对临界颤动速度的影响的研究。通过使用二维涡流颗粒方法(VPM)模拟两个拍打翼型的唤醒来模拟确定性自由流谐波阵风。然后将这些阵风施加到流线型桥角甲板上,并且研究了各种阵风幅度和频率的振荡幅度。结果表明,谐波阵风的谐波速度降低了谐波阵风,其频率与层流自由流下的临界频率相似,而对于对应于结构频率的阵风频率,它不受影响。通过将随机自由流解剖到谐波阵风,本研究旨在提供更深入地理解在不稳定性阈值附近的流体结构相互作用中发生的物理过程。

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