The Lateral Confinment Effects of Spiral Reinforcement of High Strength Concrete Columns.

고강도 콘크리트 부재의 횡보강 효과에 관한 연구

  • 신성우 (한양대학교 공학박사) ;
  • 권영호 (한양대학교 건축공학과 대학원) ;
  • 이광수 (한양대학교 건축공학과 대학원) ;
  • 오정근 (한양대학교 건축공학과 대학원)
  • Published : 1989.10.01

Abstract

Various studies have been done to investigate the effectiveness of lateral confinement of lower strength concrete(below 420kg/$\textrm{cm}^2$). But little research its effectiveness for high strength concrete. A certain concern has been arised that the beneficial effect of lateral confinement in high strength concrete may be different from that in lower strength. This study aimed to investigate that concern with different confinement spacing(D/2 : D/4). The results show that beneficial effects of spiral confinement are more pronounced for lower strength concrete as compared to higher strength concrete.

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