A new method for the accurate measurement of higher-order frequency response functions of nonlinear structural systems. (October 2018)

• Record Type: Journal Article
• Authors: Lin, R.M.; Ng, T.Y.
• Is Part Of: ISA transactions. Volume 81(2018)
• Page Start: 270
• Page End: 285
• Publication Date: 2018-10
• Subjects: Nonlinear vibration measurement -- Measurement of higher-order FRFs -- Identification of nonlinearities -- Nonlinear structural systems -- Volterra transfer functions -- Nonlinear vibration analysis; Engineering instruments -- Periodicals; Engineering instruments; Periodicals; Electronic journals; 629.805
• DOI: 10.1016/j.isatra.2018.05.015
• Languages: English
• ISSNs: 0019-0578

Abstract

Abstract: Higher-order frequency response functions (FRFs) are important to the analysis and identification of structural nonlinearities. Though much research effort has been devoted recently to their potential applications, practical issues concerning the difficulty and accuracy of higher-order FRF measurement have not been rigorously assessed to date. This paper presents a new method for the accurate measurement of higher-order FRFs. The method is developed based on sinusoidal input, which is ideal for exciting a nonlinear structure into desired regimes with flexible control, and the correlation technique, which is a novel signal processing method capable of extracting accurate frequency components present in general nonlinear responses. The correlation technique adopted is a major improvement over Fourier transform based existing methods since it eliminates leakage and aliasing errors altogether and proves to be extremely robust in the presence of measurement noise. Extensive numerical case studies have been carried out to critically assess the capability and accuracy of the proposed method and the results achieved are indeed very promising. Interesting nonlinear behavior such as frequency shift and jump have been observed in first-, second- and third-order FRFs, as well as solitary islands which have been identified over which higher-order FRFs virtually do not change as input force amplitude varies. Higher-order FRFs over such solitary islands are essentially their theoretical counterparts of Volterra transfer functions which can be measured with very low input force and can be profitably employed for the identification of physical parameters of structural nonlinearities. Subsequently, a nonlinear parameter identification method has also been developed using measured higher-order FRFs and results are presented and discussed. Highlights: A novel method for the accurate and reliable measurement of higher-order FRFs has been developed. The viability and accuracy of the proposed method have been validated using extensive numerical simulations based on realistic nonlinear system models. Applications of the thus measured higher-order FRFs to the identifications of nonlinear system parameters have been investigated. The hallmark of the proposed method is its resilience against measurement noises in both responses and input forces.