주철근비에 따른 고강도콘크리트보의 전단강도 특성The Effect of Longitudinal Steel Ratio on Shear Strength of Reinforced High Strength Concrete Beams

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Eight singly reinforced high strength concrete beams without web reinforcement were tested to investigate their behavior and to determine their ultimate shear capacities. In this study, the main variable was the ration of longitudinal reinforcement. Test results were compared with strength predicted by using ACI code, Zsutty's dquation and Bazant & Kim's equation. As the result, for the beams of low steel ratio, the margin of safety in ACI code may be disappeared. It was shown that Zsutty.s equation well predict the trend of the test data.
Publisher
한국콘크리트학회
Issue Date
1992-04
Language
KOR
Citation

1992 한국콘크리트학회 봄 학술대회, pp.131 - 136

URI
http://hdl.handle.net/10203/104893
Appears in Collection
CE-Conference Papers(학술회의논문)
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