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Rayleigh-Ritz법을 이용한 샌드위치 패널의 진동 및 소음방사 특성 분석 (An Analysis of Vibration and Sound Radiation of Sandwich Panels Using the Rayleigh-Ritz Method)

  • 김동규;김재현;전진용;박준홍
    • 한국소음진동공학회논문집
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    • 제21권5호
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    • pp.430-436
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    • 2011
  • The purpose of this study is to analyze the vibration and sound generation characteristics of the sandwich panel. Two thick panels were assumed to be separated by a compliant viscoelastic core. The transverse vibration induced by an external impact was analyzed using the Rayleigh-Ritz method. For applying arbitrary boundary condition of the panels, the edges were assumed to be supported by the translational and rotational springs. The beam functions were used as the trial functions. The effect of the boundary condition and viscoelastic core on the resulting vibration characteristics was investigated. The radiated sound power was analyzed using the proposed numerical model and the Rayleigh integral. The dynamic properties of the core and the mass-stiffness-mass resonance frequency had significant influence on the impact sound.

보강재가 평판 진동 및 음향 특성에 미치는 영향 (Effects of Stiffeners on Vibro-acoustic Response of Rectangular Flat Plate)

  • 박정원;김동규;구만회;박준홍
    • 한국소음진동공학회논문집
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    • 제21권7호
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    • pp.622-628
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    • 2011
  • The purpose of this study was to analyze the vibro-acoustic characteristics of a stiffened rectangular plate at high frequencies. The stiffeners attached along the plate surface were assumed to have rotational and translational stiffness and inertia. The harmonic response of the stiffened plate were predicted and compared using the Rayleigh-Ritz method with two different trial functions - polynomial and beam functions. The variation of the spatially averaged mean square velocity and the modal characteristics with the number of stiffeners were obtained. The use of the beam function ensured fast convergence which was essential for analyzing the high frequency vibration responses. Using the calculated modal characteristics and the Rayleigh-integral, the radiated sound power was predicted, and the effects of stiffeners were investigated. The proposed model can be applied to study optimal layout of stiffeners for minimal noise generation of the stiffened structures.