Stress Properties for Anchorage Zone of Cable Stayed Bridge Prestress Concrete

프리스트레스트 콘크리트 사장교 정착부의 응력특성

  • 조병완 (한양대학교 도시환경건설공학군, 토목공학과) ;
  • 변윤주 (신성엔지니어링) ;
  • 최준혁 (대한컨설탄트 철도부) ;
  • 태기호 (한양대학교 토목공학과)
  • Published : 2002.05.01


The design of anchorage zone in prestressed concrete cable stayed bridges is very important area due to the more accurate analysis is needed to estimate the behavior. In the study, since the cable anchorage zone in the prestressed concrete cable-stayed bridge is subject to a large amount of concentrated tendon forces, it shows very complicated stress distributions and causes a serious local cracks. Accordingly, It is necessary to investigate the parameters of affecting the stress distribution, such as the cable inclination, the position of anchor plate, the modeling method and the three dimensional effect. The tensile stress distribution of anchorage zone is compared to the actual design condition by varing the stiffness of spring element in the local modeling and an appropriate position of anchor plate is determined. These results would be elementary data to the stress state of anchorage zone and more efficient design.