Dynamic testing of nonlinear vibrating structures using nonlinear normal modes

被引:135
|
作者
Peeters, M. [1 ]
Kerschen, G. [1 ]
Golinval, J. C. [1 ]
机构
[1] Univ Liege, Struct Dynam Res Grp, Dept Aerosp & Mech Engn, B-4000 Liege, Belgium
关键词
MODAL IDENTIFICATION; WAVELET TRANSFORM; GEOMETRICAL NONLINEARITY; FORCE APPROPRIATION; PART II; SYSTEMS;
D O I
10.1016/j.jsv.2010.08.028
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Modal testing and analysis is well-established for linear systems. The objective of this paper is to progress toward a practical experimental modal analysis (EMA) methodology of nonlinear mechanical structures. In this context, nonlinear normal modes (NNMs) offer a solid theoretical and mathematical tool for interpreting a wide class of nonlinear dynamical phenomena, yet they have a clear and simple conceptual relation to the classical linear normal modes (LNMs). A nonlinear extension of force appropriation techniques is developed in this study in order to isolate one single NNM during the experiments. With the help of time-frequency analysis, the energy dependence of NNM modal curves and their frequencies of oscillation are then extracted from the time series. The proposed methodology is demonstrated using two numerical benchmarks, a two-degree-of-freedom system and a planar cantilever beam with a cubic spring at its free end. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:486 / 509
页数:24
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