Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Static Tests on SRC Columns

SRC 기둥에 대한 정적실험

  • 정인근 (중앙대학교 건설환경연구소) ;
  • 민진 (중앙대학교 토목공학과) ;
  • 심창수 (중앙대학교 토목공학과) ;
  • 정영수 (중앙대학교 토목공학과)
  • Published : 2004.11.01
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Abstract

Steel encased composite columns are widely used due to their excellent structural performance in terms of stiffness, strength, and ductility. However, experimental studies were usually for the columns having higher steel ratio $(3-4\%)$. There are two different design concepts for SRC columns. ACI-318 specifies the design strength of the column using the same concept of reinforced concrete columns. AISC-LRFD specifies the P-M diagram using the concept of steel column. In this paper, SRC columns have the steel ratio of $0.53\%\;and\;1.06\%$. From the test results, ACI-318 specifications showed better evaluation of SRC columns having low steel ratio. H beam and steel tube partially filled with concrete were embedded in concrete. Flexural tests showed considerably high ductility.

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