Identifying and quantifying structural nonlinearities in engineering applications from measured frequency response functions

A. Carrella, D. J. Ewins

Research output: Contribution to journalArticle (Academic Journal)peer-review

76 Citations (Scopus)

Abstract

Engineering structures seldom behave linearly and, as a result, linearity checks are common practice in the testing of critical structures exposed to dynamic loading to define the boundary of validity of the linear regime. However, in large scale industrial applications, there is no general methodology for dynamicists to extract nonlinear parameters from measured vibration data so that these can be then included in the associated numerical models. In this paper, a simple method based on the information contained in the frequency response function (FRF) properties of a structure is studied. This technique falls within the category of single-degree-of-freedom (SDOF) modal analysis methods. The principle upon which it is based is effectively a linearisation whereby it is assumed that at given amplitude of displacement response the system responds at the same frequency as the excitation and that stiffness and damping are constants. In so doing, by extracting this information at different amplitudes of vibration response, it is possible to estimate the amplitude-dependent 'natural' frequency and modal loss factor. Because of its mathematical simplicity and practical implementation during standard vibration testing, this method is particularly suitable for practical applications. In this paper, the method is illustrated and new analyses are carried out to validate its performance on numerical simulations before applying it to data measured on a complex aerospace test structure as well as a full-scale helicopter. (C) 2010 Elsevier Ltd. All rights reserved.

Original languageEnglish
Pages (from-to)1011-1027
Number of pages17
JournalMechanical Systems and Signal Processing
Volume25
Issue number3
DOIs
Publication statusPublished - Apr 2011

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