Shear Resistance of High Strength Concrete Beams Without Shear Reinforcement
作者： Ramana Rao N.V. , Sudheer Reddy L. , T.D Gunneswara Rao
DOI:
关键词: Test data 、 Shear reinforcement 、 Shear resistance 、 Structural engineering 、 Reinforcement 、 Shear (geology) 、 High strength concrete 、 Direct shear test 、 Triaxial shear test 、 Mathematics
摘要: The use of high strength concrete in major constructions has become obligatory, whose mechanical properties are still at a research phase. This paper deals with the review available data base and shear models to predict reinforced beams without web reinforcement. An attempt been made study (70 Mpa) different span depth ratios (a/d = 1, 2, 3 & 4) reinforcement compare test results models. Five for comparison considered namely, ACI 318, Canadian Standard, CEPFIP Model, Zsutty Equation Bazant Equation. revealed that most excellent fit is provided by Zsutty';s Equationand simplified equation proposed capacity
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