Shear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcement

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Shear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcement

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dc.contributor.author Wafa, Faisal F. en_US
dc.date.accessioned 2009-11-25T13:02:51Z
dc.date.available 2009-11-25T13:02:51Z
dc.date.issued 1994 en_US
dc.identifier.citation Engineering Journal of Qatar University, 1994, Vol. 7, Pages 91-113. en_US
dc.identifier.uri http://hdl.handle.net/10576/7808
dc.description.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
dc.language.iso en en_US
dc.publisher Qatar University en_US
dc.subject Engineering: Research & Technology en_US
dc.title Shear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcement en_US
dc.type Article en_US
dc.identifier.pagination 91-113 en_US
dc.identifier.volume 7 en_US

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