@inproceedings{f667ec1e146f4381b555fb24ec95820b,
title = "Simulation of degradation of bond stress and slip relationship with corrosion induced crack",
abstract = "The bond degradation and the degradation mechanism induced by corrosion-induced crack were investigated numerically using 3D RBSM. The numerical method that considered both corrosion expansion and shear stress transfer behavior from rebar by interface elements was developed. Validation of the proposed model showed the reasonable results of the bond performance of non-corroded specimen and the bond degradation due to rebar corrosion. Moreover, the bond degradation mechanism was investigated through the crack development and stress distribution for different rebar positions. It was found that the bond degradation is related to reduction of surrounding concrete constraint of rebar due to corrosion-induced crack and the degraded bond strength can be evaluated by the surface crack width of corrosion-induced crack.",
keywords = "3D RBSM, Bond degradation mechanism, Bond-slip relationship, Corrosion-induced crack, Surface crack width",
author = "Hikaru Nakamura and Yizhou Yang and Yoshihito Yamamoto and Taito Miura",
note = "Publisher Copyright: {\textcopyright} Federation Internationale du Beton (fib) - International Federation for Structural Concrete, 2019.; fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures ; Conference date: 27-05-2019 Through 29-05-2019",
year = "2019",
language = "English",
series = "Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures",
publisher = "International Federation for Structural Concrete",
pages = "706--713",
editor = "Wit Derkowski and Piotr Krajewski and Piotr Gwozdziewicz and Marek Pantak and Lukasz Hojdys",
booktitle = "Proceedings of the fib Symposium 2019",
}