@inproceedings{56c518a1d7af44eb849b7655dd221e42,
title = "Reinforcement corrosion behavior in bending cracks after short-time chloride exposure",
abstract = "Even if properly designed, crack formation in reinforced concrete structures is inevitable for activating the reinforcements{\textquoteright} tensile capacity. Although in cracked concrete the barrier property of the protective concrete cover against corrosion initiating substances, such as chlorides, is considerably reduced ({\v S}avija & Schlangen 2010), it is not yet completely understood whether cracks accelerate only the corrosion initiation process or the overall corrosion process (Yu et al. 2014).",
author = "F. Hiemer and S. Ke{\ss}ler and C. Gehlen",
note = "Publisher Copyright: {\textcopyright} 2016 Taylor & Francis Group, London.; 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 ; Conference date: 05-10-2015 Through 07-10-2015",
year = "2016",
language = "English",
isbn = "9781138028432",
series = "Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015",
publisher = "CRC Press/Balkema",
pages = "23--24",
editor = "H.-D. Beushausen and M.G. Alexander and P. Moyo and F. Dehn",
booktitle = "Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015",
}