Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response

In this paper, nonlinear modal interactions caused by one-to-three internal resonance in a beam-mass-spring-damper system are investigated based on nonlinear system identification. For this purpose, the equations governing the transverse vibrations of the beam and mass are analyzed via the multiple...

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Main Authors: M. H. Sadeghi, S. Lotfan
Format: Article
Language:fas
Published: Isfahan University of Technology 2019-08-01
Series:Ravish/hā-yi ̒adadī dar Muhandisī
Subjects:
Online Access:http://jcme.iut.ac.ir/article-1-659-en.html
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author M. H. Sadeghi
S. Lotfan
author_facet M. H. Sadeghi
S. Lotfan
author_sort M. H. Sadeghi
collection DOAJ
description In this paper, nonlinear modal interactions caused by one-to-three internal resonance in a beam-mass-spring-damper system are investigated based on nonlinear system identification. For this purpose, the equations governing the transverse vibrations of the beam and mass are analyzed via the multiple scale method and the vibration response of the system under primary resonance is extracted. Then, the frequency behavior of the vibration response is studied by Fourier and Morlet wavelet transforms. In order to perform the nonparametric identification of the time response, mono-frequency intrinsic mode functions are derived by the advanced empirical mode decomposition. In this approach, masking signals are utilized in order to avoid mode mixing caused by modal interaction. After analyzing the frequency behavior of each mode function, slow flow dynamics of the system is established and intrinsic modal oscillators for reconstructing the corresponding intrinsic mode are extracted. Finally, by analyzing the beating phenomenon in a simple one-degree-of-freedom system, it is shown that the internal resonance causes beating only under the circumstance that the slope of the logarithmic amplitude of oscillator force is nonzero. The results, therefore, show that depending on the periodic, pseudo-periodic, and chaotic behavior of the response, modal interactions might be stationary or non-stationary. Moreover, the chaotic behavior occurs mostly in the vibration mode excited by the internal resonance mechanism
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spelling doaj.art-0372749d3cd744a786892d7d9838c02f2022-12-21T22:10:58ZfasIsfahan University of TechnologyRavish/hā-yi ̒adadī dar Muhandisī2228-76982423-57412019-08-013811936Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration ResponseM. H. Sadeghi0S. Lotfan1 Department of Mechanical Engineering, University of Tabriz, Tabriz, Iran. Department of Mechanical Engineering, University of Tabriz, Tabriz, Iran. In this paper, nonlinear modal interactions caused by one-to-three internal resonance in a beam-mass-spring-damper system are investigated based on nonlinear system identification. For this purpose, the equations governing the transverse vibrations of the beam and mass are analyzed via the multiple scale method and the vibration response of the system under primary resonance is extracted. Then, the frequency behavior of the vibration response is studied by Fourier and Morlet wavelet transforms. In order to perform the nonparametric identification of the time response, mono-frequency intrinsic mode functions are derived by the advanced empirical mode decomposition. In this approach, masking signals are utilized in order to avoid mode mixing caused by modal interaction. After analyzing the frequency behavior of each mode function, slow flow dynamics of the system is established and intrinsic modal oscillators for reconstructing the corresponding intrinsic mode are extracted. Finally, by analyzing the beating phenomenon in a simple one-degree-of-freedom system, it is shown that the internal resonance causes beating only under the circumstance that the slope of the logarithmic amplitude of oscillator force is nonzero. The results, therefore, show that depending on the periodic, pseudo-periodic, and chaotic behavior of the response, modal interactions might be stationary or non-stationary. Moreover, the chaotic behavior occurs mostly in the vibration mode excited by the internal resonance mechanismhttp://jcme.iut.ac.ir/article-1-659-en.htmlBeam-mass-spring-damper systemNonlinear modal interactionsNonlinear system identificationAdvanced empirical mode decomposition
spellingShingle M. H. Sadeghi
S. Lotfan
Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
Ravish/hā-yi ̒adadī dar Muhandisī
Beam-mass-spring-damper system
Nonlinear modal interactions
Nonlinear system identification
Advanced empirical mode decomposition
title Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
title_full Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
title_fullStr Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
title_full_unstemmed Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
title_short Identification of Nonlinear Modal Interactions in a Beam-Mass-Spring-Damper System based on Mono-Frequency Vibration Response
title_sort identification of nonlinear modal interactions in a beam mass spring damper system based on mono frequency vibration response
topic Beam-mass-spring-damper system
Nonlinear modal interactions
Nonlinear system identification
Advanced empirical mode decomposition
url http://jcme.iut.ac.ir/article-1-659-en.html
work_keys_str_mv AT mhsadeghi identificationofnonlinearmodalinteractionsinabeammassspringdampersystembasedonmonofrequencyvibrationresponse
AT slotfan identificationofnonlinearmodalinteractionsinabeammassspringdampersystembasedonmonofrequencyvibrationresponse