TY - GEN
T1 - Bond behaviors of RC strengthened with polyurea resin and CF sheet at high temperature
AU - Arazoe, M.
AU - Arai, T.
AU - Yamanobe, S.
AU - Kobayashi, A.
AU - Sato, Y.
N1 - Publisher Copyright:
© 2015 Taylor & Francis Group, London.
PY - 2015
Y1 - 2015
N2 - Previously, beam bending tests had been conducted on strengthened RC beams with polyurea resin layer, which has low elastic modulus and high elongation, between the CFRP strand sheet (strand sheet for short) and concrete surface. It was found out that polyurea resin layer improves the bonding ability between the strand sheet and concrete surface. In this study, in order to examine the bonding ability of strand sheets with polyurea resin layer, a series of bonding test was carried out. Especially to verify the applicability of this method at elevated temperature for structure such as a chimney, bonding test at different temperature were selected. As a result, it was found out that bonding strength with polyurea resin was about 2.8 times more than that without polyurea resin at room temperature. Furthermore, it was found out that sufficient bonding performance can be achieved even at high temperature.
AB - Previously, beam bending tests had been conducted on strengthened RC beams with polyurea resin layer, which has low elastic modulus and high elongation, between the CFRP strand sheet (strand sheet for short) and concrete surface. It was found out that polyurea resin layer improves the bonding ability between the strand sheet and concrete surface. In this study, in order to examine the bonding ability of strand sheets with polyurea resin layer, a series of bonding test was carried out. Especially to verify the applicability of this method at elevated temperature for structure such as a chimney, bonding test at different temperature were selected. As a result, it was found out that bonding strength with polyurea resin was about 2.8 times more than that without polyurea resin at room temperature. Furthermore, it was found out that sufficient bonding performance can be achieved even at high temperature.
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U2 - 10.1201/b17618-193
DO - 10.1201/b17618-193
M3 - Conference contribution
AN - SCOPUS:84941248610
SN - 9781138001206
T3 - Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
SP - 1305
EP - 1312
BT - Life-Cycle of Structural Systems
A2 - Furuta, Hitoshi
A2 - Frangopol, Dan M.
A2 - Akiyama, Mitsuyoshi
PB - CRC Press/Balkema
T2 - 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
Y2 - 16 November 2014 through 19 November 2014
ER -