An Elastic Parabolic Cable Element for Initial Shaping Analysis of Cable-Stayed Bridges

사장교의 초기형상해석을 위한 탄성포물선 케이블요소

  • 경용수 (성균관대학교 토목환경공학과) ;
  • 김문영 (성균관대학교 토목환경공학과)
  • Published : 2007.02.28

Abstract

This study introduces an elastic parabolic cable element for initial shaping analysis of cable-stayed bridges. First, an elastic catenary cable theory is shortly summarized by deriving the compatibility condition and the tangent stiffness matrices of the elastic catenary cable element. Next, the force-deformation relations and the tangent stiffness matrices of the elastic parabolic cable elements are derived from the assumption that sag configuration under self-weights is small. In addition the equivalent cable tension is defined in the chord-wise direction. Finally, to confirm the accuracy of this element, initial shaping analysis of cable-stayed bridges under dead loads is executed using TCUD in which stay cables are modeled by an elastic parabolic cable and an elastic catenary cable element, respectively. Resultantly it turns that unstrained lengths of stay cables, the equivalent cable tensions, and maximum tensions by the parabolic cable element are nearly the same as those by the catenary cable elements.

References

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