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Author Wafa, Faisal F.en_US
Available date 2009-11-25T13:02:51Zen_US
Publication Date 1994en_US
Publication Name Engineering Journal of Qatar University
Citation Engineering Journal of Qatar University, 1994, Vol. 7, Pages 91-113.en_US
URI http://hdl.handle.net/10576/7808en_US
Abstract Eighteen rectangular singly reinforced high-strength concrete beams without web reinforcement were tested in combined shear and flexure. The main variables were the longitudinal steel reinforcement ratio and the shear-span to effective depth ratio. The uniaxial compressive strength of concrete was about 93 MPa (13,500 psi). The experimental shear capacities were compared with the shear capacities predicted by different empirical equations presented in literatures. Two empirical equations have been proposed to better predict the shear capacity of reinforced high-strength concrete beams without stirrups.en_US
Language enen_US
Publisher Qatar Universityen_US
Subject Engineering: Research & Technologyen_US
Title Shear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcementen_US
Type Articleen_US
Pagination 91-113en_US
Volume Number 7en_US


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