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

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Flexural-Shear Failure Behavior in I-Shape RC Beams

I형 단면 RC보의 휨-전단파괴 거동에 관한 연구

  • 문종수 (전남대학교 토목공학과) ;
  • 염환석 (광주대학교 건축공학과) ;
  • 김우 (전남대학교 토목공학과)
  • Published : 1999.10.01
Download PDF
⟨ Previous Next ⟩

Abstract

This paper dscribes an experimental investigation into the cause of flexural-shear failure in RC beams. The experimental variables are bottom flange width and tension bar location. Then these test results were compared and analyzed to deduce the major cause of critical-shear cracking. As a result, it was found that the propagation of the critical shear crack depended exclusively on the intensity of horizontal cracking.

Keywords