Cement Science and Concrete Technology
Online ISSN : 2187-3313
Print ISSN : 0916-3182
ISSN-L : 0916-3182
Repair and Strengthening
EXPERIMENTAL STUDY ON RC BEAM SPECIMENS WITH CFRP ROD/MESH EMBEDDED AND INCREASING THICKNESS OF THE CROSS SECTION
Shohei UEMURAKiyoshi MURAKAMIAyumi SATOHSeiichiro YAMAUCHI
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JOURNAL FREE ACCESS

2019 Volume 73 Issue 1 Pages 348-354

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Abstract

In this study, in order to develop a CFRP rod/mesh embedded section thickening method for RC beams, we experimentally examined the bending/shear reinforcement effect of RC beams with CFRP rods/mesh. As a result, In the case of RC beams with bending and shear reinforcement by CFRP rod and mesh thickening, it was confirmed experimentally that a large increase in yield strength was obtained compared to ordinary RC beams. Moreover, as a result of examining by three-dimensional finite element analysis, the analysis result was able to reproduce the bending property of the experimental result. Furthermore, it was found from the analysis results that the adhesion constitutive law of CFRP rods greatly affects the increase and decrease of bending resistance of RC beams.

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© Japan Cement Association
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