Experimental Research on Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrup under Uniform Load

Yan Yan Li; Yan Ping Zhang; Yan Feng Chen

doi:10.4028/www.scientific.net/AMM.256-259.719

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Experimental Research on Shear Behavior of...

Experimental Research on Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrup under Uniform Load

Abstract:

According to tests of 8 T concrete beams with HRB500 steel bars as stirrup, the shear behavior of beams was researched under uniform load, and the influencing factors of diagonal crack width were analyzed, such as the different concrete strength, stirrup spacing and the welded wire fabric. Experimental results show that concrete beams with HRB500 steel bars as stirrup show similar behavior to the beams with conventional stirrup, and the stirrups yield can be achieved which meets the requirement of shear behavior in structure. In addition, the welded wire fabric can be used as one of the new kinds of reinforcement to control diagonal crack width.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

719-723

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.719

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Online since:

December 2012

Authors:

Yan Yan Li, Yan Ping Zhang, Yan Feng Chen

Keywords:

Concrete Beam, Diagonal Crack Width, High-Strength Stirrup, Welded Wire Fabric

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