直升机水平尾翼驱动轴系统弹道冲击损伤动态特性分析及识别信号

IF 5.7 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
C. Zhang, Rupeng Zhu, Dan Wang, P. Cao, Jun Yu Li, Jun Yu Li, Pengkun Li
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引用次数: 0

摘要

弹道冲击损伤将改变直升机水平尾传动轴系统(HTDSS)的动态特性,直接影响直升机的飞行安全。针对BID对HTDSS动态特性的影响以及如何及时识别BID的问题,本文对具有BID的HTDSS动态特性进行了研究。将其简化为理想几何损伤,给出了其计算方法。建立了带BID的HTDSS的有限元动力学方程,揭示了弹道冲击参数对其动力学特性的影响机理。结果表明:BID引起了TDS弹射位置的质量损失和刚度不对称;BID引入的偏心激励导致系统响应明显增加,刚度不对称导致系统超谐波共振。系统响应的明显增加和2Ω频率分量的出现可以作为BID的识别信号。最后进行了实验,验证了所建立的动态模型的正确性,说明了所提出的BID识别信号的可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic characteristics analysis and the identification signal of the horizontal tail drive shaft system with the ballistic impact damage of a helicopter
The ballistic impact damage (BID) will change the dynamic characteristics of the horizontal tail drive shaft system (HTDSS) and will directly affect the flight safety of the helicopter. Aiming at the problem of how the BID affects the dynamic characteristics of the HTDSS and how to identify the BID in time, the dynamic characteristics of the HTDSS with the BID are studied in this paper. The BID is simplified as the ideal geometric damage, and the calculation method of the BID is given. The finite element dynamic equation of the HTDSS with the BID is established, and the effect mechanism of the ballistic impact parameters on the dynamic characteristics is revealed. The result shows: the BID causes the mass loss and the stiffness asymmetric of the ballistic impact position of the TDS; the eccentric excitation introduced by the BID leads to the obvious increase of the system response, and the stiffness asymmetry leads to the super-harmonic resonance of the system. The obvious increase of system response and the appearance of 2Ω frequency component can be used as the identification signal of the BID. Finally, the experiment was carried out, which verified the correctness of the established dynamic model, and explained the reliability of the proposed identification signal of the BID.
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来源期刊
CiteScore
12.80
自引率
12.10%
发文量
181
审稿时长
4.8 months
期刊介绍: Structural Health Monitoring is an international peer reviewed journal that publishes the highest quality original research that contain theoretical, analytical, and experimental investigations that advance the body of knowledge and its application in the discipline of structural health monitoring.
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