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Flutter Stability Studies of Long Span Bridge with Active Control Wing Plate by CFD Numerical Simulation

机译:基于CFD数值模拟的主动控制翼板大跨度桥梁颤振稳定性研究

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Long span suspension bridges, due to their flexibility and lightness, are much prone to flutterrninstability. A relatively new research area on aerodynamic stability for very long span bridges isrnbased on actively controlled flaps attached along the girders. Different from previous research, thisrnpaper proposes a new method to study the question. By secondary development of commercialrncomputational fluid dynamics software FLUENT, the paper establishes two-dimensional bendingrnand torsional fluid-structure interaction numerical model to study flutter stability of a long spanrnsuspension bridges with active control wing plate which is located beneath the deck. The paperrnstudy the flutter stability by controlling the rotational velocity of the wing plates with respect to thatrnof the bridge deck. Numerical results show: The flutter critical wind speed of girder without wingrnplate is agreement with wind tunnel test. It is an optimal control law that the leading surface rotatesrnin the opposite direction and the trailing surface rotates in the same direction with respect to therndeck motion. The maximum torsional displacement amplitude decrease when increasing thernrotational velocity of the winglet with respect to that of the deck.
机译:大跨度悬索桥由于其柔韧性和轻便性,很容易发生颤动。一个相当新的研究领域是基于沿梁附加的主动控制襟翼,用于非常长跨度桥梁的空气动力学稳定性。与以往的研究不同,本文提出了一种研究该问题的新方法。通过商业化计算流体力学软件FLUENT的二次开发,建立了二维弯曲和扭转流固耦合数值模型,研究了位于桥下的主动控制翼板大跨度悬索桥的颤振稳定性。本文通过控制翼板相对于桥面的旋转速度来研究颤振的稳定性。数值结果表明:不带翼板的大梁颤振临界风速与风洞试验吻合。最佳控制定律是,相对于甲板运动,前表面沿相反方向旋转,而后表面沿相同方向旋转。当增加小翼的旋转速度相对于甲板的旋转速度时,最大扭转位移幅度减小。

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