Method of vibrational energy flow visualization based on frequency response function

The research aspect of application of structure surface intensity to the analysis of thin-walled structures was the subject of the work. Method is based on direct frequency response analysis what allow to receive exact within FEM structural intensity vector field.. The numerical examples concern thi...

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Published inAIP conference proceedings Vol. 2239; no. 1
Main Author Cieslik, Jacek
Format Journal Article Conference Proceeding
LanguageEnglish
Published Melville American Institute of Physics 22.05.2020
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ISSN0094-243X
1551-7616
DOI10.1063/5.0007830

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Abstract The research aspect of application of structure surface intensity to the analysis of thin-walled structures was the subject of the work. Method is based on direct frequency response analysis what allow to receive exact within FEM structural intensity vector field.. The numerical examples concern thin-walled structures with harmonic excitation.. The numerical models included the source of vibrations in form of force excitation with known position and sink of energy with localized damper. The results of method are compared with results received using modal superposition method. Under special interest was the shape of intensity vector field. There were shown the advantage of applied method. The results of the numerical calculations allow estimate the spatial distribution of structural intensity vector values on the surface parts and enabled more precise analysis of vibration energy flow. The energy balance done for particular elements leads to valuable practical conclusions for restrain of the vibration energy flows and lowering of the sound radiation. The method of intensity calculation can be used in discontinuity and damage diagnostics of mechanical constructions.
AbstractList The research aspect of application of structure surface intensity to the analysis of thin-walled structures was the subject of the work. Method is based on direct frequency response analysis what allow to receive exact within FEM structural intensity vector field.. The numerical examples concern thin-walled structures with harmonic excitation.. The numerical models included the source of vibrations in form of force excitation with known position and sink of energy with localized damper. The results of method are compared with results received using modal superposition method. Under special interest was the shape of intensity vector field. There were shown the advantage of applied method. The results of the numerical calculations allow estimate the spatial distribution of structural intensity vector values on the surface parts and enabled more precise analysis of vibration energy flow. The energy balance done for particular elements leads to valuable practical conclusions for restrain of the vibration energy flows and lowering of the sound radiation. The method of intensity calculation can be used in discontinuity and damage diagnostics of mechanical constructions.
Author Cieslik, Jacek
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  organization: AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics Al. A. Mickiewicza 30, 30-059 Krakow, Poland
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2020 Author(s). Published by AIP Publishing.
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Editor Pamin, Jerzy
Skoczeń, Błażej
Cecot, Witold
Kozień, Marek
Reczek, Wacław
Lisowski, Wojciech
Nalepka, Kinga
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References Cieslik, Pieczara (c2) 2008
Cieślik, Bochniak (c4) 2010; 35
Gavric (c6) 1997; 2
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  year: 2010
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  publication-title: Archives of Acoustics
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  start-page: 675
  year: 1997
  ident: c6
  publication-title: Proc. of the Internoise
– start-page: 404
  year: 2008
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  publication-title: Archives of Acoustics
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SubjectTerms Energy flow
Fields (mathematics)
Finite element method
Flow visualization
Frequency analysis
Frequency response functions
Harmonic excitation
Mode superposition method
Numerical models
Sound waves
Spatial distribution
Thin wall structures
Vibration analysis
Title Method of vibrational energy flow visualization based on frequency response function
URI http://dx.doi.org/10.1063/5.0007830
https://www.proquest.com/docview/2405740642
Volume 2239
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