Lateral Vibration of Beams with a Bonded Lap Joint and Partial Layered Dampers

겹침이음부 및 국부적 층댐퍼를 갖는 보의 횡진동 특성

  • 박정일 (한양대학교 대학원 기계설계학과) ;
  • 최낙삼 (한양대학교 공학대학 기계공학과)
  • Published : 1999.02.01

Abstract

An analytical model for the lateral vibration of beams with a bonded lap joint and partial layered dampers has been proposed in this paper. Both shear and normal forces acting along the interface between the elastic and viscoelastic layers were considered in the vibration analysis. Analytical results were compared with those obtained by a finite element method. Effects of the size and location of layers in partial dampers on system loss factor($\eta_s$) and resonant frequency($\omega_r$) were studied. which showed that partial dampers adhered to the site exhibiting the maximum amplitude of vibration were most influential in the increase of $\eta_s$ and the decrease of $\omega_r$. Specific system loss factor( $\eta_s$ divided by total mass of system) was also evaluated in the analysis.

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