Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2005.05a
- /
- Pages.375-378
- /
- 2005
Proposition of a Predicting Equation for Shear Capacity of HSC Beam
단면의 모멘트를 이용한 고강도 콘크리트 보의 전단강도 예측식의 제안
- Published : 2005.05.01
Abstract
In the mechanism of beam shear failure, beam action and arch action always exist simultaneously. According to a/d ratio, the proportion and contribution between these two actions to shear capacity are merely changed. Moreover, the current codes recommendations are founded on the experimental results with normal strength concrete, the applicable range of
Keywords