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박현준 ( Park Hyun Joon ),최봉섭 ( Choi Bong Seob ),권영옹 ( Kwon Young Wung ) 한국구조물진단유지관리공학회 2000 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.4 No.1
This paper concerns the web reinforcement effect in reinforced concrete deep beams. For this study, test variables are shear span, web reinforcement ratio and compressive strength of concrete(a/d=0.5,1.0, ρ <sub>v</sub>=0.32,0.64%,ρ<sub>h</sub>=0.492,0.984%, and f<sub>CK</sub>=285,533kgf/㎠). Most failure modes are diagonal tension cracking and are dependent on the web reinforcement ratio.