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

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Stress-Strain Behavior of Confined Concrete Columns according to Transverse Reinforcement Volumetric Ratio

횡방향 구속철근비에 따른 교각요소부재의 응력-변형 거동

  • 오병환 (서울대학교 토목공학과) ;
  • 김기완 (서울대학교 지구환경시스템공학부) ;
  • 최승원 (서울대학교 지구환경시스템공학부) ;
  • 이재훈 (영남대학교 토목공학과)
  • Published : 2004.11.01
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Abstract

An experimental study was conducted to investigate the stress-strain behavior of confined concrete columns according to transverse reinforcement volumetric ratio. Uniaxial loading tests of eleven column specimens$(250\times100\times500mm)$ with rectangular section were conducted to study effect of confinement. The main variables in this test are transverse reinforcement volumetric ratio and cross tie arrangement. the results indicate that the strength and the ductility of confined concrete columns are subjected to transverse reinforcement volumetric ration and cross tie arrangement.

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