期刊文献+

用于机械系统固有频率及阻尼比计算的改进频域方法 被引量:4

A New Frequency-Domain Algorithm to Calculate Natural Frequency and Damping Ratio of Mechanical Systems
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摘要 针对传统的机械系统固有频率及阻尼比计算方法中,时域方法易造成主观误差,频域方法存在一定精度限制的问题,提出了一种利用指数衰减正弦信号频谱校正算法计算系统阻尼比和固有频率的新方法。该方法首先利用基于汉宁窗的插值频谱校正方法获得频率偏移量和衰减因子,再结合有阻尼自由振动响应与指数衰减正弦信号的相似性关系求取固有频率,进而获得系统阻尼比和有阻尼固有频率,最终计算出无阻尼固有频率。分别使用传统时域方法和本文提出的频域方法对压电悬臂梁的固有频率及阻尼比进行计算,结果表明新方法拥有更高的计算精度和更好的信噪比适应性。与传统的频率拟合方法相比,本文所提方法也更简单,计算效率更高。 A new algorithm to calculate the system damping ratio and natural frequency using frequency spectrum correction of exponentially decaying sinusoidal signals is proposed to solve the problem that time domain methods are easy to cause subjective errors and there exists the accuracy limit problem in frequency domain methods in traditional methods to calculate natural frequencies and damping ratios of mechanical systems. The interpolation spectrum correcting method based on Hanning-window is used to obtain frequency deviations and damped factors. Then the natural frequency is calculated by combining similarity relations between damping free vibration responses and exponentially decaying sinusoidal signals, and the system damping ratio and damped natural frequency are obtained. The undamped natural frequency is finally calculated. Both a traditional time domain method and the proposed frequency domain method are respectively used to calculate the natural frequency and damping ratio of a piezoelectric cantilever beam. The results show that the proposed algorithm has a higher calculation accuracy and better adaption of signal to noise ratio. Comparisons with the traditional frequency fitting method show that the new algorithm is simpler and its computational efficiency is higher.
出处 《西安交通大学学报》 EI CAS CSCD 北大核心 2015年第8期1-5,共5页 Journal of Xi'an Jiaotong University
基金 国家自然科学基金资助项目(51275380)
关键词 衰减信号 频谱校正 固有频率 阻尼比 压电悬臂梁 damped signal frequency spectrum correction natural frequency damping ratio piezoelectric cantilever
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参考文献13

  • 1CHOPRA A K. Dynamic of structures [M]. 2nd ed. Englewood Cliffs, New Jersey, USA.. Prentice Hall, 2000 : 12-13. 被引量:1
  • 2IBRAHIM S R, MIKULCIK E C. Method for the di- rect identification of vibration parameters from the free response [J]. Shocked Vibration Bulletin, 1977, 47: 183-198. 被引量:1
  • 3IBRAHIM S R. An approach for reducing computa- tional requirements in modal identification [J]. AIAA Journal, 1986, 24(10): 1725-1727. 被引量:1
  • 4IBRAHIM S R. Random decrement technique for mo- dal identification of structures [J]. Journal of Space- craft and Rockets, 1997, 14(11): 696-700. 被引量:1
  • 5黄文虎 夏松波 刘瑞岩 等.设备故障诊断原理、技术及应用[M].北京:科学出版社,1997.. 被引量:44
  • 6周传荣,赵淳生编著..机械振动参数识别及其应用[M].北京:科学出版社,1989:607.
  • 7刁瑞朋,孟庆丰.一种衰减信号加窗频域插值算法[J].西安交通大学学报,2013,47(7):85-90. 被引量:5
  • 8倪振华编著..振动力学[M].西安:西安交通大学出版社,1989:521.
  • 9刘祥建,陈仁文.压电振动能量收集装置研究现状及发展趋势[J].振动与冲击,2012,31(16):169-176. 被引量:82
  • 10王宏金.基于压电材料的振动能量收集技术及其应用研究[D].西安:西安交通大学机械工程学院,2013. 被引量:1

二级参考文献76

  • 1周洋,万建国,陶宝祺.PVDF压电薄膜的结构、机理与应用[J].材料导报,1996,10(5):43-47. 被引量:22
  • 2唐彬,温志渝,温中泉,董媛.振动式微型发电机的研究现状与发展趋势[J].微纳电子技术,2007,44(5):254-258. 被引量:6
  • 3李中付 宋汉文 等.基于环境激励的模态参数识别方法综述[J].振动工程学报,2000,13:578-585. 被引量:11
  • 4[1]Chopra A K. Dynamics of structures[ M ]. 2nd Edition. New Jersey: Prentice Hall, 2000. 12 - 13. 被引量:1
  • 5[2]Nashff A D, Jone D G, Henderson J P. Vibration damping[M]. New York: Wiley, 1984. 45 - 46. 被引量:1
  • 6[3]Karem A, Gurley K. Damping in structures: its evaluation and treatment of uncertainty[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996(59): 131 - 157. 被引量:1
  • 7[4]Bendat J S, Piersol A G. Random data: analysis and measurement procedure[M]. 2nd Edition. New York: Wiley, 1986. 被引量:1
  • 8[6]Chen J, Xu Y L, Zhang R C. Modal parameter identification of Tsing Ma suspension bridge under Typhoon Victor: EMD - HT method[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004(92): 805 - 827. 被引量:1
  • 9应怀樵.现代振动噪声技术(第二卷)[M].北京:航空工业出版社,1999.94-99. 被引量:1
  • 10李中付,振动工程学报,2000年,13卷,3期,578页 被引量:1

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