The Experimental Study on Stress-Strain Relation of Confined Concrete with Different Transverse Reinforcements

횡철근 상세에 따른 횡구속 콘크리트의 응력-변형률에 관한 연구

  • 정혁창 (울산대학교 건설환경공학부) ;
  • 선창호 (울산대학교 건설환경공학부) ;
  • 김익현 (울산대학교 건설환경공학부) ;
  • 이종석 (울산대학교 건설환경공학부)
  • Published : 2005.11.01

Abstract

In order to achieve target ductility the stress-strain relation of confined concrete is indispensible. In this study the specimens with different transverse reinforcement ratios were tested. The test results were compared with empirical equations and the characteristics of confinement effect were investigated.

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