휨.압축 하중을 받는 콘크리트 부재의 크기효과

Size Effect for Flexural Compression of Concrete Specimens

  • 김진근 (한국과학기술원 토목공학과) ;
  • 이성태 (한국전력기술(주) 토목구조기술처 책임연구원) ;
  • 양은익 (한국해양연구소) ;
  • 김민욱 (한국과학기술원 토목공학과) ;
  • 이상순 (한국과학기술원 토목공학과)
  • 발행 : 1998.04.01

초록

In this study, the size effect of concrete members subjected to the axial load and bending moment is investigated using a series of C-shaped specimens of which test procedure is similar to those of Hognestad, Hanson, and McHenry's. Main test variable is a size ratio of the specimens(1:1/2:1/4) at the concrete compressive strength of 500kg/㎠. Test results show that the flexural compression strength at failure decreases as the size of specimen increases, that is, the size effect law is present. Model equation is derived using regression analyses with experimental data and it is compared with formulas for compressive strength of cylinders and shear strength of beams without stirrups. Size effects is distinct th following sequence; shear strength of beams without stirrups, compressive strength of C-shaped specimens, compressive strength of cylinders.

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