@inproceedings{9e8c63f02842449f8d7d825a548fa089,
title = "Shear fatigue mechanism of reinforced concrete beams with cracks due to rebar corrosion",
abstract = "In this study, cyclic loading tests and analyses were conducted on reinforced concrete beams with modeled cracks due to rebar corrosion in order to clarify mechanism of shear fatigue failure of reinforced concrete beams with rebar corrosion. From results of the experiment, it was confirmed that transferred stress on modeled crack surfaces in vertical direction increased in the case of beams with anchorages cracks from comparisons with the case of static loading. From results of finite element analyses, a possibility was represented that failure mode is changed by local stiffness reduction of concrete and positions of crack.",
author = "Y. Yamada and M. Iwanami and N. Chijiwa",
note = "Publisher Copyright: {\textcopyright} 2015 Taylor & Francis Group, London.; 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 ; Conference date: 16-11-2014 Through 19-11-2014",
year = "2015",
doi = "10.1201/b17618-221",
language = "English",
isbn = "9781138001206",
series = "Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014",
publisher = "CRC Press/Balkema",
pages = "1491--1499",
editor = "Hitoshi Furuta and Frangopol, {Dan M.} and Mitsuyoshi Akiyama",
booktitle = "Life-Cycle of Structural Systems",
}