• CN:11-2187/TH
  • ISSN:0577-6686

机械工程学报 ›› 2023, Vol. 59 ›› Issue (23): 105-117.doi: 10.3901/JME.2023.23.105

• 机械动力学 • 上一篇    下一篇

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随机激励下亚音速二维粘弹性壁板的全局动力学

岳晓乐1,2, 张慧康1,2, 余钡1,2, 张莹1,2   

  1. 1. 西北工业大学数学与统计学院 西安 710129;
    2. 西北工业大学空天领域复杂性科学教育部重点实验室 西安 710129
  • 收稿日期:2022-10-08 修回日期:2023-08-01 发布日期:2024-02-20
  • 通讯作者: 张莹(通信作者),女,1981年出生,博士,教授,博士研究生导师。主要研究方向为非线性随机动力学。E-mail:yingzhang@nwpu.edu.cn
  • 作者简介:岳晓乐,男,1985年出生,博士,教授,博士研究生导师。主要研究方向为随机动力学全局分析。E-mail:xiaoleyue@nwpu.edu.cn
  • 基金资助:
    国家自然科学基金(12172284,12172286)和中央高校基本科研业务费专项资金资助项目。

Global Dynamics of Two-dimensional Viscoelastic Panels under Random Excitations in Subsonic Airflow

YUE Xiaole1,2, ZHANG Huikang1,2, YU Bei1,2, ZHANG Ying1,2   

  1. 1. School of Mathematics and Statistics, Northwestern Polytechnical University, Xi'an 710129;
    2. MOE Key Laboratory for Complexity Science in Aerospace, Northwestern Polytechnical University, Xi'an 710129
  • Received:2022-10-08 Revised:2023-08-01 Published:2024-02-20

摘要: 飞行器或列车由于服役环境复杂,壁板结构往往受到多种激励作用,影响其正常使用与安全。为此,针对亚音速气流下粘弹性壁板在外激力、气动力和随机噪声联合作用下的全局动力学特性展开研究。通过全局分岔图,观测到了激变、逆倍周期分岔等一系列复杂的动力学行为,借助胞映射方法,获得了系统的吸引子、吸引域、鞍等全局信息,得到了系统响应演化过程中的瞬态与稳态概率密度函数。讨论了激励幅值和频率对壁板稳态响应的影响,发现确定性系统随着粘弹性参数和激励幅值的变化会呈现复杂的全局结构,揭示了激变现象的发生机制。随机激励下无论是瞬态还是稳态情形,系统随机响应的演化过程始终与确定性全局结构中的不稳定流形形状保持一致,激励幅值和频率的增加会导致稳态响应概率函数峰值的减小。研究结果对于壁板安全防护设计具有理论指导意义。

关键词: 粘弹性壁板, 胞映射方法, 全局动力学, 随机响应

Abstract: The service environment of the panel structure is complex, and it is often affected by a variety of excitations, affecting its normal use and safety. The viscoelastic panel system in subsonic airflow is taken as the research object, and its global dynamic characteristics under the combined action of external force, aerodynamic force and random noise is studied. Through the global bifurcation diagram, a series of complex dynamical behaviors such as crisis, inverse doubling bifurcation, etc., are observed in the system. The global properties such as the attractors, saddles and basins of attraction are obtained and the transient and steady-state probability density functions of the system response evolution process are solved by using the cell mapping method. The influence of excitation amplitude and frequency on the steady-state response of the panel is further discussed. It is found that the system in a determined situation presents complex global structures with the change of the excitation amplitude and viscoelastic parameters which further explains the mechanism of the crisis phenomenon. Whether transient or steady-state, the evolution direction of the stochastic response is always consistent with the unstable manifold shape of the deterministic system. Further, in the steady-state response of the structural system, the increase in the amplitude and frequency of the external excitation will lead to a decrease in the peak of the response probability density function. The research results have theoretical significance for the design of panel safety protection.

Key words: viscoelastic panel, cell mapping method, global dynamics, stochastic response

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