학술논문
CFRPロッド埋設UHPFRC断面増厚によるRC梁の曲げおよびせん断補強効果に関する実験的研究 / EXPERIMENTAL STUDY ON FLEXURAL AND SHEAR REINFORCING EFFECT OF RC BEAM THICKENED BY UHPFRC WITH CFRP ROD EMBEDDED
Document Type
Journal Article
Author
Source
セメント・コンクリート論文集 / Cement Science and Concrete Technology. 2021, 74(1):287
Subject
Language
Japanese
ISSN
0916-3182
2187-3313
2187-3313
Abstract
In this study, the CFRP rod was used for flexural reinforcement, and effects of flexural and shear reinforcement of the RC beam in which the section was thickened by UHPFRC with the rod embedded were experimentally investigated. As a result, in comparison with the previously reported RC beam thickened by grout with CFRP rod and mesh embedded, a further increase in flexural load capacity was observed for the present beam. Although the ultimate fracture in both beams was caused by the bond splitting fracture of the rod, in case of the present beam the post-peak behavior became ductile, and the improvement of flexural toughness was experimentally confirmed.