@inproceedings{388298173ed64f338421f399a1e8ac54,
title = "Analytical model for predicting time to concrete cover cracking due to corrosion of reinforcement",
abstract = "Cracking due to reinforcement corrosion defines an important limit state of durability and structural stability of concrete structures. By means of a comprehensive research work the influence of concrete porosity on the corrosion morphology and the mechanical behaviour of the concrete cover affected by the corrosion process could be investigated. The investigations allowed for the detailed analysis of the stresses, strains and the crack formation within the concrete cover. An analytical prediction model for concrete cover cracking was derived. This model enables the prediction of the time dependent damage process under conditions of practical relevance.",
keywords = "corrosion, cracking, reinforcement, constitutive modelling, prediction model, durability, carbonation, chlorides",
author = "Edgar Bohner and H.S. M{\"u}ller",
year = "2014",
language = "English",
series = "Nordic Concrete Research",
publisher = "The Nordic Concrete Federation (NCF)",
pages = "421--424",
booktitle = "Papers from XIII Nordic concrete recearch symposium",
address = "Denmark",
note = "XIII Nordic Concrete Research Symposium, NCR 2014 ; Conference date: 13-08-2014 Through 15-08-2014",
}