• Title/Summary/Keyword: Natural Freauency

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Dynamic Vibration Absorber Having Coil Springs and Oil Damper for a Damped Vibration System (감쇠진동계에 부착된 코일스프링과 오일댐퍼로 구성된 동흡진기)

  • Ahn, C.W.;Park, S.C.;Lee, H.B.
    • Journal of the Korean Society for Precision Engineering
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    • v.13 no.12
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    • pp.129-135
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    • 1996
  • This paper presents the effectiveness of the dynamic vibration absorber consisting of a single mass, coil springs and oil damper on the resonance freauency ratio and amplitude ratio for damped linear systems, that is, primary vibration system with damping. The effects of the dynamic vibration absorber are investigated numerically and experimentally for values of mass ratio, natural frequency ratio, and damping ratio. The experimental results show good agreement with calculated ones. As a result, the characteristics shown by the present work are useful in optimal tuning the dynamic vibration absorber in practice.

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Flexural Vibrations of Rectangular Plates Having V-notches or Sharp Cracks (V노치 또는 예리한 균열을 가지는 직사각형 평판의 굽힘 진동)

  • 정희영;정의영;김주우
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.14 no.4
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    • pp.336-343
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    • 2004
  • This paper reports the first known free vibration data for thin rectangular plates with V-notches. The classical Ritz method is employed with two sets of admissible functions assumed for the transverse vibratory displacements. These sets include (1) mathematically complete algebraic-trigonometric polynomials which guarantee convergence to exact frequencies as sufficient terms are retained, and (2) corner functions which account for the bending moment singularities at the sharp reentrant corner of the Y-notch. Extensive convergence studies summarized herein confirm that the corner functions substantially enhance the convergence and accuracy of nondirectional frequencies for rectangular plates having the V-notch. In this paper, accurate frequencies and normalized contours of vibratory transverse displacement are presented for various notched plates, so that the effect of corner stress singularities may be understood.