스트럿-타이 모델에 의한 프리스트레스트 콘크리트 박스교 격벽부의 상세 설계

Design of Diaphragm of Prestressed Concrete Box Bridge by Strut-Tie Model

  • 선민호 (㈜건화엔지니어링 구조부) ;
  • 김영훈 (연세대학교 토목공학과 대학) ;
  • 송하원 (연세대학교 토목공학) ;
  • 변근주 (연세대학교 토목공학과)
  • 발행 : 1998.11.01

초록

This paper is about design for diaphragm of prestressed concrete box bridge using strut-tie model. In this paper, equivalent loads for the diaphragm are computed by considering loading conditions on continuous prestressed concrete box bridge and analyses for both longitudinal section and transverse section of the diaphragm an done by considering the equivalent loading and the prestressing. Based on principal stress trajectory obtained from the analyses, strut-tie model for each sections are constructed. By analyzing the constructed strut-tie model for each sections, the amounts and the locations of reinforcement for the diaphragm are obtained. The application of strut-tie model in this paper shows that the design by soul-tie model for the diaphragm of prestressed concrete box bridges can be rationally performed.

키워드