편심축하중을 받는 강섬유보강 콘크리트 기둥의 실험적 연구

An Experimental Study on Eccentrically Loaded Steel Fiber Reinforced Concrete Columns

  • 박홍용 (명지대학교 SOC 공학부 토목·환경공학과) ;
  • 안영진 (명지대학교 SOC 공학부 토목·환경공학과)
  • 발행 : 2000.10.01

초록

An experimental study on the behavior of Steel Fiber Reinforced Concrete Columns under eccentric compression are presented. Forth-one columns were tested; the variables were column type, eccentricity of load, fiber contents, and longitudinal reinforcement ratio. The column size was $250\times160$ mm in cross section with an effective length of 1150 mm. Eccentricity of load was varied in the range from 1/6 to 1/2 times the column depth. This paper is to provides a framework for basic understanding of the steel fiber concrete columns.

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