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AuthorWafa, Faisal F.
Available date2009-11-25T13:02:51Z
Publication Date1994
Publication NameEngineering Journal of Qatar University
CitationEngineering Journal of Qatar University, 1994, Vol. 7, Pages 91-113.
URIhttp://hdl.handle.net/10576/7808
AbstractEighteen 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.
Languageen
PublisherQatar University
SubjectEngineering: Research & Technology
TitleShear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcement
TypeArticle
Pagination91-113
Volume Number7


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