Free Vibration of Tapered Beams Under Tensile Axial Force

軸引張力을 받는 變斷面 보의 自由振動

  • 이병구 (圖光大學敎 工科大學) ;
  • 김연태 (建設部 道路局 道路建設科) ;
  • 모정만 (裡里農林高等學敎 農業土木科)
  • Published : 1992.03.01

Abstract

The main purpose of this paper is to present both the natural frequencies and mode shapes of tapered beams under tensile axial force. The differential equation governing planar free vibration for tapered beams under tensile axial force is derived as nondimensional form. The three kinds of cross sectional shape are considered in differential equation. The Runge-Kutta method and Determinant Search method are used to perform the integration of the differential equation and to determine the natural frequencies, respectively. The hinged-hinged, hinged-clamped, clamped-clamped and constraints are applied in numerical examples. The lowest four nondimensional natural frequencies are reported as the function of nondimensional tensile axial force. The fundamental natural frequencies are presented when section ratios and nondimensional axial forces are varied. The effects of cross sectional shapes are reported and some typical mode shapes are also presented.

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