Moment Distribution in continuous Slabs of Simply Supported Bridges

단순 PC 빔교의 연속 바닥슬래브에 발생하는 모멘트 분포

  • 최창근 (정회원, 한국과학기술원 토목공학과) ;
  • 송명관 (정회원, 한국과학기술원 토목공학과)
  • Published : 1997.04.01

Abstract

The finite element program is presented for the analysis of the moment distribution in continuous slabs of simply supported girders. The program includes the material nonlinearity of the continuous and steel reinforcements of the RC slabs, but assumes that the PC beam and cross beam behave linearly. In modeling the PC slabs and girders, the four node degenerated shell element formulated based on the assumed strain interpolation and the 3D beam element are used, respectively. Using the program, the influence of the existence of the cross bean, the filling of open joints on the continuous at supports, and perfect continuation of precast girder elements are examined.

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