Phase resonance testing of nonlinear vibrating structuresPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in 28th International Modal Analysis Conference, Jacksonville, 2010 (2011) Detailed reference viewed: 29 (13 ULg) Modal testing of nonlinear vibrating structures based on nonlinear normal modes: Experimental demonstrationPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in Mechanical Systems & Signal Processing (2011), 25 Detailed reference viewed: 20 (1 ULg) Dynamic testing of nonlinear vibrating structures using nonlinear normal modesPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in Journal of Sound & Vibration (2011), 330 Detailed reference viewed: 20 (1 ULg) Nonlinear Normal Modes of a Full-Scale AircraftPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude et alin 29th International Modal Analysis Conference, Jacksonville, 2011 (2011) Detailed reference viewed: 26 (2 ULg) Theoretical and Experimental Modal Analysis of Nonlinear Vibrating Structures using Nonlinear Normal ModesPeeters, Maxime ![]() Doctoral thesis (2011) Detailed reference viewed: 34 (21 ULg) Detection of nonlinearity in a dynamic system using deformation modes obtained from the wavelet transform of measured responsesNguyen, Viet Ha ; Peeters, Maxime ; Golinval, Jean-Claude ![]() in Shock and Vibration (2010), 17(4-5), 491-506 An efficient approach to Structural Health Monitoring of dynamical systems based on the Wavelet Transform (WT) and the concept of subspace angle is presented. The objective is to propose a detection ... [more ▼] An efficient approach to Structural Health Monitoring of dynamical systems based on the Wavelet Transform (WT) and the concept of subspace angle is presented. The objective is to propose a detection method that is sensitive to the onset of nonlinear behaviour in a dynamic system. For this purpose, instantaneous frequencies are identified first from output-only vibration signals using the Wavelet Transform. Time varying deformation shapes are then extracted by analyzing the whole measurement data set on the structure. From this information, different dynamic states of the structure may be detected by inspecting time variations of 'modal' features. The experimental structure considered here as application example is a clamped beam with a geometric nonlinearity. Detection of nonlinearity is carried out by means of the concept of subspace angles between instantaneous deformation modes extracted from measurement data using the continuous Wavelet Transform. The method consists in controlling the angular coherence between active subspaces of the current and reference states respectively. The proposed technique, which shows a good sensitivity to small changes in the dynamic behaviour of the structure, may also be used for damage detection. [less ▲] Detailed reference viewed: 33 (11 ULg) Nonlinear Normal Modes: Theoretical Curiosity or Practical Concept ?, KEYNOTE LECTURE,Peeters, Maxime ; Golinval, Jean-Claude ; Kerschen, Gaëtan ![]() in IMPACT 2010, Djerba, 2010 (2010) Detailed reference viewed: 48 (15 ULg) Experimental modal analysis of nonlinear vibrating structures using nonlinear normal modesPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in IV European Conference on Computational Mechanics, Paris, 2010 (2010) Detailed reference viewed: 38 (14 ULg) Energy Transfer and Dissipation in a Duffing Oscillator Coupled to a Nonlinear AttachmentViguié, Régis ; Peeters, Maxime ; Kerschen, Gaëtan et alin Journal of Computational and Nonlinear Dynamics (2009), 4(4), The dynamics of a two-degree-of-freedom nonlinear system consisting of a grounded Duffing oscillator coupled to an essentially nonlinear attachment is examined in the present study. The underlying ... [more ▼] The dynamics of a two-degree-of-freedom nonlinear system consisting of a grounded Duffing oscillator coupled to an essentially nonlinear attachment is examined in the present study. The underlying Hamiltonian system is first considered, and its nonlinear normal modes are computed using numerical continuation and gathered in a frequency-energy plot. Based on these results, the damped system is then considered, and the basic mechanisms for energy transfer and dissipation are analyzed. [DOI: 10.1115/1.3192130] [less ▲] Detailed reference viewed: 24 (8 ULg) Nonlinear normal modes, Part 1: Useful framework for the structural dynamicistKerschen, Gaëtan ; Peeters, Maxime ; Golinval, Jean-Claude et alin Mechanical Systems & Signal Processing (2009), 23 The conceptofnonlinearnormalmodes(NNMs)isdiscussedinthepresentpaperandits companion,PartII.BecausethereisvirtuallynoapplicationoftheNNMstolarge-scale engineeringstructures ... [more ▼] The conceptofnonlinearnormalmodes(NNMs)isdiscussedinthepresentpaperandits companion,PartII.BecausethereisvirtuallynoapplicationoftheNNMstolarge-scale engineeringstructures,thesepapersareanattempttohighlightseveralaspectsthat mightdrivetheirdevelopmentinthefuture.Specifically,wesupportthat(i)numerical methodsforthecontinuationofperiodicsolutionspavethewayforaneffectiveand practical computationofNNMs,and(ii)time–frequencyanalysisisparticularlysuitable fortheanalysisoftheresultingdynamics.Anotherobjectiveofthepresentpaperisto describe,insimpleterms,andtoillustratethefundamentalpropertiesofNNMs.Thisis achievedtoconvincethestructuraldynamicistnotnecessarilyacquaintedwiththemthat theyareausefulframeworkfortheanalysisofnonlinearvibratingstructures. & 2008ElsevierLtd.Allrightsreserved [less ▲] Detailed reference viewed: 126 (27 ULg) Modal Analysis of a Nonlinear Periodic Structure with Cyclic Symmetry; Peeters, Maxime ; Kerschen, Gaëtan et alin AIAA Journal (2009), 47 The objective of this paper is to examine nonlinear normal modes and their bifurcations in cyclic periodic structures. The nonlinear normal modes are computed using a numerical technique that combines ... [more ▼] The objective of this paper is to examine nonlinear normal modes and their bifurcations in cyclic periodic structures. The nonlinear normal modes are computed using a numerical technique that combines shooting and pseudoarclength continuation. Unlike perturbation techniques, the resulting algorithm can investigate strongly nonlinear regimes of motion. This study reveals that modal interactions may occur without necessarily having commensurate natural frequencies in the underlying linear system. In addition, a countable infinity of such modal Q2 interactions are shown to exist in the system. [less ▲] Detailed reference viewed: 37 (3 ULg) Nonlinear normal modes, Part 2: Toward a pratical computation using numerical continuation techniquesPeeters, Maxime ; Viguié, Régis ; Sérandour, Guillaume et alin Mechanical Systems & Signal Processing (2009), 23 The conceptofnonlinearnormalmodes(NNMs)isdiscussedinthepresentpaperandits companion,PartI.OnereasonofthestilllimiteduseofNNMsinstructuraldynamicsis that theircomputationisoftenregardedasimpractical ... [more ▼] The conceptofnonlinearnormalmodes(NNMs)isdiscussedinthepresentpaperandits companion,PartI.OnereasonofthestilllimiteduseofNNMsinstructuraldynamicsis that theircomputationisoftenregardedasimpractical.However,whenresortingto numericalalgorithms,weshowthattheNNMcomputationispossiblewithlimited implementationeffort,whichpavesthewaytoapracticalmethodfordeterminingthe NNMsofnonlinearmechanicalsystems.Theproposedalgorithmreliesontwomain techniques,namelyashootingprocedureandamethodforthecontinuationofNNM motions. Thealgorithmisdemonstratedusingfourdifferentmechanicalsystems,a weakly andastronglynonlineartwo-degree-of-freedomsystem,asimplifieddiscrete modelofanonlinearbladeddiskandanonlinearcantileverbeamdiscretizedbythefinite elementmethod. [less ▲] Detailed reference viewed: 52 (18 ULg) Detection of nonlinearity in a dynamic system using deformation modes obtained from the Wavelet Transfrom of measured responsesNguyen, Viet Ha ; Peeters, Maxime ; Golinval, Jean-Claude ![]() Conference given outside the academic context (2009) An efficient approach to Structural Health Monitoring of dynamical systems based on the Wavelet Transform (WT) and the concept of subspace angle is presented. The objective is to propose a detection ... [more ▼] An efficient approach to Structural Health Monitoring of dynamical systems based on the Wavelet Transform (WT) and the concept of subspace angle is presented. The objective is to propose a detection method that is sensitive to the onset of nonlinear behaviour in a dynamic system. For this purpose, instantaneous frequencies are identified first from output-only vibration signals using the Wavelet Transform. Time varying deformation shapes are then extracted by analyzing the whole measurement data set on the structure. From this information, different dynamic states of the structure may be detected by inspecting time variations of ‘modal’ features. The experimental structure considered here as application example is a clamped beam with a geometric nonlinearity. Detection of nonlinearity is carried out by means of the concept of subspace angles between instantaneous deformation modes extracted from measurement data using the continuous Wavelet Transform. The method consists in controlling the angular coherence between active subspaces of the current and reference states respectively. The proposed technique, which shows a good sensitivity to small changes in the dynamic behaviour of the structure, may also be used for damage detection. [less ▲] Detailed reference viewed: 72 (28 ULg) On modal interactions in strongly nonlinear systemsPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in Euromech 503, Nonlinear Normal Modes, Dimension Reduction and Localization in Vibrating Systems, Frascati, 2009 (2009) Detailed reference viewed: 7 (4 ULg) Modal testing of non-linear vibrating structuresPeeters, Maxime ; Kerschen, Gaëtan ![]() in 11th European Conference on Spacecraft Structures, Materials and Mechanical Testing, Toulouse, 2009 (2009) Detailed reference viewed: 8 (7 ULg) Modal testing of nonlinear vibrating structures based on a nonlinear extension of force appropriationPeeters, Maxime ; Kerschen, Gaëtan ; Golinval, Jean-Claude ![]() in ASME International Design Engineering Technical Conferences, San Diego, 2009 (2009) Detailed reference viewed: 23 (8 ULg) Modal analysis of a nonlinear structure with cyclic symmetryPeeters, Maxime ; Viguié, Régis ; Kerschen, Gaëtan et alin 27th International Modal Analysis Conference, Orlando, 2009 (2009) Detailed reference viewed: 74 (21 ULg) Nonlinear modal analysis and energy localization in a bladed disk assembly; Peeters, Maxime ; Kerschen, Gaëtan et alin ASME Turbo Expo 2008: Power for Land, Sea and Air, Berlin, 2008 (2008, June) The objective of this study is to carry out modal analysis of nonlinear periodic structures using nonlinear normal modes (NNMs). The NNMs are computed numerically with a method developed in [18] that is ... [more ▼] The objective of this study is to carry out modal analysis of nonlinear periodic structures using nonlinear normal modes (NNMs). The NNMs are computed numerically with a method developed in [18] that is using a combination of two techniques: a shooting procedureand a method for the continuation of periodic motion. The proposed methodology is applied to a simplified model of a perfectly cyclic bladed disk assembly with 30 sectors. The analysis shows that the considered model structure features NNMs characterized by strong energy localization in a few sectors. This feature has no linear counterpart, and its occurrence is associated with the frequencyenergy dependence of nonlinear oscillations. [less ▲] Detailed reference viewed: 42 (11 ULg) Nonlinear Normal Modes, Part I: An Attempt To Demystify ThemKerschen, Gaëtan ; Peeters, Maxime ; Golinval, Jean-Claude et alin 26th International Modal Analysis Conference, Orlando, 2008 (2008) The concept of nonlinear normal modes (NNMs) is discussed in the present paper and its companions, Parts II and III. Because there is virtually no application of the NNMs to large-scale engineering ... [more ▼] The concept of nonlinear normal modes (NNMs) is discussed in the present paper and its companions, Parts II and III. Because there is virtually no application of the NNMs to large-scale engineering structures, these papers are an attempt to highlight several aspects that might drive their development in the future. Specifically, we support that (i) numerical methods for the continuation of periodic solutions pave the way for an effective and practical computation of NNMs, and (ii) time-frequency analysis is particularly suitable for the analysis of the resulting dynamics. Another objective of the present paper is to describe, in simple terms, and to illustrate the fundamental properties of NNMs. This is achieved to convince the structural dynamicist not necessarily acquainted with them that they are a useful framework for the analysis of nonlinear vibrating structures. [less ▲] Detailed reference viewed: 67 (3 ULg) Computation of nonlinear normal modes, part II: numerical continuation in Auto; Peeters, Maxime ; Kerschen, Gaëtan et alin Sixth EUROMECH Nonlinear Dynamics Conference, Saint Petersbourg, 2008 (2008) The concept of nonlinear normal modes (NNMs) is discussed in the present paper and its companion, Part I. Because there is virtually no application of the NNMs to large-scale engineering structures, these ... [more ▼] The concept of nonlinear normal modes (NNMs) is discussed in the present paper and its companion, Part I. Because there is virtually no application of the NNMs to large-scale engineering structures, these papers are an attempt to highlight one aspect that might drive their development in the future. Specifically, we support that numerical methods for the continuation of periodic solutions pave the way for an effective and practical computation of NNMs. In this context, we show that the NNMs computation is possible using an existing continuation software, namely AUTO07. This is demonstrated using a 2DOF nonlinear system. The results are compared with those obtained with the Matlab algorithm described in Part I. [less ▲] Detailed reference viewed: 46 (10 ULg) |
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