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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
Authors 노병철 ; 조성용 ; 박현철 ; 김문겸
Page pp.201-212
ISSN 1226-6205
Keywords 혼합구조 ; 프리스트레싱력 ; 휭 ; 전단 ; Mixed structural system ; Prestressing force ; Flexure ; Shear
Abstract This study presents experimental results of Steel-PSC mixed structural system having front-rear plate connection between Steel and Prestressed Concrete. Two kinds of Steel-PSC mixed structural system of 5.4m length were tested to evaluate flexural behaviors under four point loading, and 4 kinds of specimens with and without prestressing force at R & L type connection were tested to observe the shear behavior. Based on the test results of load-deflection curves and failure modes of specimens. it is found that the proposed L shape connection with front-rear plate connection between Steel and Prestressed Concrete has higher strength and stiffness. From the study. Steel-PSC mixed structural system with L shaped connection has a better structural performance in connection part.