Effect of Specimen Sizes and Shapes on Compressive Strength of Concrete

콘크리트의 압축강도에 공시체의 크기와 형상이 미치는 영향

  • 최중철 (강릉대학교 토목공학과 대학원) ;
  • 양은익 (강릉대학교 토목공학과) ;
  • 이성태 (충청대학 토목공학과) ;
  • 김명유 (강릉대학교 토목공학과 대학원) ;
  • 이광교 (강릉대학교 토목공학과 대학원)
  • Published : 2003.11.01

Abstract

The compressive strength of concrete is used as the most fundamental and important material property when reinforced concrete structures are designed. It has been problem to use this value, however, because the control specimen sizes and shapes are different from every country. In this study, the effect of specimen shapes and sizes on compressive strength of concrete members was experimentally investigated based on fracture mechanics. Experiments for the mode I failure was earned out by using cylinder, cube, and prism specimens. The test results are curve fitted using least square method(LSM) to obtain the new parameters for the modified size effect law(MSEL). The analysis results show that the effect of specimen sizes and shapes on ultimate strength is apparent. The results also show stronger size effect in member when the casting direction is perpendicular to loading direction

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