Shear capacity of UHPFRC beams with stirrups

doi:10.11918/j.issn.0367-6234.2015.12.014

Home > Archive>Volume 47, Issue 12, 2015 >80-85. DOI:10.11918/j.issn.0367-6234.2015.12.014

Shear capacity of UHPFRC beams with stirrups
DOI:
                        10.11918/j.issn.0367-6234.2015.12.014
                    
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Affiliation:(1. Beijing Key Lab of Earthquake Engineering and Structural Retrofit(Beijing University of Technology),100124 Beijing,China; 2.School of Civil Engineering, Henan Polytechnic University, 454003 Jiaozuo, Henan,China)
Clc Number:TU375.1
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Abstract:

The equation for the shear capacity of UHPFRC beams with stirrups is deduced to study the shear capacity of UHPFRC beams with stirrups, based on the modified compression field theory, and considering the shear contribution of concrete in compression, shear stress transmitted across crack interface, shear carried by steel fibers and stirrups. The analysis results of nine tested UHPFRC beams in shear by the proposed equation agree well with the test values, and the variation coefficient is small. It is suitable for shear analysis and design for UHPFRC beams with stirrups.

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Received:January 04,2015
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Online: December 03,2015
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