Modeling of corrosion-induced concrete cover cracking: A critical analysis

A Jamali, U Angst, B Adey, B Elsener - Construction and Building Materials, 2013 - Elsevier
This article critically reviews a number of empirical, analytical and numerical models to
predict the time to cracking due to corrosion of reinforcing bars in reinforced concrete …

Modeling cover-cracking due to reinforcement corrosion in RC structures

SJ Pantazopoulou, KD Papoulia - Journal of engineering mechanics, 2001 - ascelibrary.org
Service life of concrete structures is limited by the susceptibility of the reinforcement to
corrosion. Oxidation of iron leads to the formulation of various products (such as ferrous and …

Modelling of interaction between corrosion-induced concrete cover crack and steel corrosion rate

C Cao, MMS Cheung, BYB Chan - Corrosion Science, 2013 - Elsevier
Chloride-induced corrosion of steel reinforcement in concrete may cause severe damage to
RC structures. This paper examines the interaction between corrosion-induced cover crack …

Reinforcement corrosion-induced cover cracking and its time prediction for reinforced concrete structures

C Lu, W Jin, R Liu - Corrosion Science, 2011 - Elsevier
A relation between the radial pressure induced by expansion corrosion products and weight
loss percentage of corroded steel was developed and simplified by investigating the …

Cracking of the concrete cover due to reinforcement corrosion: A two-dimensional lattice model study

B Šavija, M Luković, J Pacheco, E Schlangen - Construction and Building …, 2013 - Elsevier
Corrosion of steel reinforcement is a serious problem for durability and serviceability of
reinforced concrete. As the reinforcing steel corrodes, it expands and exerts pressure on the …

Finite element modeling of coupled heat transfer, moisture transport and carbonation processes in concrete structures

OB Isgor, AG Razaqpur - Cement and Concrete Composites, 2004 - Elsevier
Carbonation is one of the many reasons of reinforcement corrosion in concrete structures.
Due to the coupling effects of moisture, heat and carbon dioxide transport in concrete, the …

Numerical solution of mass transport equations in concrete structures

B Martın-Pérez, SJ Pantazopoulou, MDA Thomas - Computers & Structures, 2001 - Elsevier
To calculate the service life of reinforced concrete (RC) structures, the process of
reinforcement corrosion was modeled using a numerical formulation of the associated mass …

3D Numerical modelling of steel corrosion in concrete structures

J Ožbolt, G Balabanić, M Kušter - Corrosion science, 2011 - Elsevier
The paper deals with a 3D numerical model for transient analysis of processes after
depassivation of reinforcement in concrete, which are relevant for calculation of corrosion …

Considering uncertainty in corrosion process to estimate life-cycle seismic vulnerability and risk of aging bridge piers

BS Vishwanath, S Banerjee - Reliability Engineering & System Safety, 2023 - Elsevier
Gradual deterioration of RC bridges due to chloride-induced corrosion is of concern for
bridge durability and life-cycle performance assessment under earthquakes. Uncertainties …

Model for cover cracking due to rebar corrosion in RC structures

K Bhargava, AK Ghosh, Y Mori, S Ramanujam - Engineering Structures, 2006 - Elsevier
Assessment of structural behavior of corrosion affected structures is an important issue;
which would help in making certain decisions pertaining to the inspection, repair …