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

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Evaluation of Longitudinal Steel Tension in Shear-Critical RC Beams

전단이 지배하는 RC 보의 주철근 인장력 산정

  • 정제평 (전남대학교 토목공학과) ;
  • 김대중 (전남도립 남도대학 토목환경과) ;
  • 김우 (전남대학교 토목공학과)
  • Published : 2004.05.01
Download PDF
⟨ Previous Next ⟩

Abstract

The measured longitudinal reinforcement tensions in the shear-critical RC beams were significantly higher than the calculated values by the beam theory. This may be attributed to the reduction of the internal-moment arm length by the development of the arch action. In this paper, the measured longitudinal reinforcement tensions in the test performed by $Kim^4$ were compared with those predicted by the various truss model.

Keywords