典型桥梁断面风致振动的气动能量特征分析

The pneumatic energy analysis of typical bridge section wind induced vibration

  • 摘要: 通过风洞试验测试了单箱的颤振性能,基于流固松耦合的计算策略和动网格技术,应用计算流体动力学(CFD)的方法, 模拟了单箱的颤振过程,并采用相位平均的方法研究了颤振临界状态下模型尾部旋涡的演化规律,研究结果表明模型尾部风嘴上下侧旋涡的交替作用对结构周期性振动产生较强的驱动作用。利用分块分析的思路研究颤振过程中气流能量在模型表面不同区域的输入特性,以及模型尾部旋涡的演化规律对模型表面气动力空间分布和气流能量输入特性的影响。分块分析的结果表明单箱发生颤振时将通过迎风端风嘴从气流中吸收大量的能量, 并且在一个完整的振动周期内气流输入到振动系统的能量不断增加,造成单箱的颤振多为结构稳定性的突然丧失。

     

    Abstract: The flutter performance of closed box section was tested by wind tunnel experiment. Based on flowsolid loose coupling calculation strategy and dynamic grid technology, the flutter process of box girder was simulated by computational fluid dynamics (CFD) method. The evolution of vortex near the rear nozzle of the model in the flutter critical state was studied using the method of phaseaverage. The results indicated that the alternation of up and down vortex near the model rear nozzle had stronger effect on structure periodic vibration. The features of energy input to the model surface different areas during the flutter were researched by adopt of block analysis. The influence of evolution role of vortex near the model tail on the model surface aerodynamic spatial distribution and the airflow energy input characteristics were also studied. The research show that when the model was in critical flutter state, the windward side nozzle absorbed a lot of energy from the air and in a complete vibration cycle, the energy input to the vibration of the system increased, and the result is the sudden loss of structural stability.

     

/

返回文章
返回