Shear Strength of Slender Reinforced Concrete Beams without Web Reinforcement
نویسنده
چکیده
This paper attempt to predict the shear strength of high strength concrete beam with different shear span of depth ratio without web reinforcement. The large data base available has been clustered and a linear equation analysis has been performed . The prepared models are functions of compressive strength , percentage of flexural reinforcement and depth of beam. The proposed models have been validated with existence of popular models as well as with design code provisions.
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