@inproceedings{e6c92d6312ec445083377247d30ba061,
title = "INTERFACE BOND BEHAVIOUR BETWEEN MULTI-PLY CFRP SHEETS AND CONCRETE",
abstract = "In this study, single-lap shear tests were conducted using carbon fiber-reinforced polymer (CFRP) sheets. The parameters were the stiffness of the multi-ply CFRP sheets and bond length. Furthermore, the bond length and bond width were made larger than that in the previous experiments, in order to approach the actual reinforcement. Consequently, within the range of these tests, the debonding load increased as the number of CFRP sheet layers and stiffness increased. In addition, the three bond strength models showed good agreement. It was clarified that the actual effective bond length may be longer than the effective bond length measured from the strain gauges, owing to the influence of variations in the width direction.",
keywords = "CFRP sheet, bond behaviour, bond model, bond test, multi-ply",
author = "Mitsuhiko Ozaki and Yasuhiko Sato and Eiji Yoshida and Aya Takeuchi and Yuta Yamada",
note = "Publisher Copyright: {\textcopyright} F{\'e}d{\'e}ration Internationale du B{\'e}ton – International Federation for Structural Concrete.; 6th fib International Congress on Concrete Innovation for Sustainability, 2022 ; Conference date: 12-06-2022 Through 16-06-2022",
year = "2022",
language = "English",
isbn = "9782940643158",
series = "fib Symposium",
publisher = "fib. The International Federation for Structural Concrete",
pages = "2268--2275",
editor = "Stine Stokkeland and Braarud, {Henny Cathrine}",
booktitle = "Proceedings for the 6th fib International Congress, 2022- Concrete Innovation for Sustainability",
}