Analysis of Beam Resting on Hyperbolic Winkler Elastic Foundation by Differential Transformation

미분 변환법에 의한 쌍곡선형태 Winkler 탄성 지반상의 보 해석

  • 신영재 (국립안동대학교 기계공학부) ;
  • 윤종학 (국립안동대학교 기계공학부) ;
  • 전수주 (국립안동대학교 기계공학부)
  • Published : 2002.11.01

Abstract

In this paper, the numerical analysis of beam rest ing on hyperbolic Winkler elastic foundation by differential transformation is performed. Accordig to the change of parameter of hyperbolic Winkler elastic foundation, beam deformation is computed when the boundary conditions are clamped-clamped, pined-pined and clamped-free.

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