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An Estimation of Error-Free Frequency Response Function from Impact Hammer Testing

机译:通过冲击锤测试估计无误差频率响应函数

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摘要

The spectrum of impulse response signal from the impact hammer testing is widely used to obtain the frequency response function (FRF). However the FRFs obtained from the impact hammer testing have not only leakage errors but also finite record length errors when the record length for the signal processing is not sufficiently long. The errors cannot be removed by the conventional signal analyzer which treats the signals as if they are always steady and periodic. Since the response signals generated by the impact hammer testing are transient and damped, they are undoubtedly non-periodic. It is inevitable that the signals acquired for limited recording time should cause several errors. This paper makes clear the relation between the errors in the FRF and the length of the recording time. A new method is suggested to reduce the errors in the FRF in this paper. Several numerical examples involving 1-dof models are considered to elucidate the properties of the errors and the validity of the proposed method.
机译:来自冲击锤测试的脉冲响应信号频谱被广泛用于获得频率响应函数(FRF)。然而,当信号处理的记录长度不够长时,从冲击锤测试获得的FRF不仅具有泄漏误差,而且还具有有限的记录长度误差。传统的信号分析仪无法消除错误,传统的信号分析仪将信号视为始终稳定且周期性的信号。由于冲击锤测试产生的响应信号是瞬态的和衰减的,因此它们无疑是非周期性的。不可避免的是,在有限的记录时间内获取的信号会引起一些错误。本文阐明了FRF中的误差与记录时间长度之间的关系。本文提出了一种新的方法来减少FRF中的误差。考虑了涉及1-dof模型的几个数值示例,以阐明误差的性质和所提出方法的有效性。

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