基于附加式楔形声学减振结构的高速列车型材减振分析

Vibration Reduction Analysis of High-speed Train Aluminum Profiles Based on Add-on Wedge-shaped Acoustic Damping Structure

  • 摘要:
    目的 高速列车车体型材的振动噪声问题严重影响了乘坐舒适性和环境噪声水平。传统均匀梁结构的减振效果有限,需要设计一种新型楔形声学减振结构,建立其理论分析模型,研究其在列车车体型材上的减振性能,并优化结构参数以提高减振效率。
    方法 首先,基于以高斯函数作为基函数的半解析法,建立了楔形声学减振结构的理论分析模型,计算其模态振型和振动响应,通过有限元法验证了模型的准确性。在此基础上,研究了截断厚度和幂指数对减振性能的影响。然后,设计了一种适用于高速列车车体型材的附加式声学减振系统,并利用有限元法建立了完整的列车型材与减振系统的耦合模型。最后,通过与普通均匀梁减振系统的对比,评估了该系统的可靠性,并分析了不同参数对减振效果的影响。
    结果及结论 楔形声学减振结构的截断厚度和幂指数对振动响应影响显著,合理优化这些参数可有效提升减振性能。附加式声学减振系统相比传统均匀梁结构具有更优的减振效果,尤其在特定频段内表现突出。减振系统的安装位置对性能影响显著,合理布置可大幅提高减振效率,而单纯增加安装数量对提升整体减振效果则作用有限。

     

    Abstract:
    Objective Vibration and noise generated by high-speed train body profiles significantly impact passenger comfort and surrounding environmental noise level. Due to the limited vibration reduction performance of traditional uniform beam structures, it is necessary to develop a new-type wedge-shaped acoustic damping structure, and establish a theoretical analysis model for studying its vibration reduction performance on train body profiles, aiming to optimize the structural parameters and enhance the damping efficiency.
    Method First, based on the semi-analytical method using Gaussian function as the basis function, a theoretical analysis model for the wedge-shaped acoustic damping structure is established to calculate its modal shapes and vibration responses, and the accuracy of this model is verified via FEM (finite element method). On this basis, the effects of truncation thickness and power exponent on damping performance are investigated. Subsequently, an add-on acoustic damping system tailored for high-speed train body profiles is designed, and a complete coupled model of the train profile and damping system is established using FEM. Finally, by comparison with the conventional uniform beam damping system, reliability of the designed system is evaluated, and the influence of different parameters on the damping effect is analyzed.
    Result & Conclusion  Because the truncation thickness and power exponent of the wedge-shaped damping structure significantly influence the vibration response, effective improvement of the damping performance can be achieved by reasonably optimizing these parameters. Compared to traditional uniform beam structures, the add-on acoustic damping system exhibits a superior damping effect with particularly prominent performance in specific frequency bands. Since the installation position of the damping system significantly impacts its performance, damping efficiency can be greatly improved by reasonable arrangement, while simply increasing the number of installations has very limited effect on enhancing the overall vibration reduction effect.

     

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