Durability of steel reinforced concrete in chloride environments: An overview

X Shi, N Xie, K Fortune, J Gong - Construction and building materials, 2012 - Elsevier
Concrete is a unique composite material that is porous and highly heterogeneous. The
durability of steel reinforced concrete in chloride environments is of great interest to design …

Critical chloride content in reinforced concrete—A review

U Angst, B Elsener, CK Larsen… - Cement and concrete …, 2009 - Elsevier
Chloride induced corrosion as the major cause for degradation of reinforced concrete has
been the subject of great research efforts over the last fifty years. The present literature …

Carbonation-induced and chloride-induced corrosion in reinforced concrete structures

Y Zhou, B Gencturk, K Willam, A Attar - Journal of Materials in Civil …, 2015 - ascelibrary.org
Corrosion is one of the most critical problems that impair the durability of RC structures. Both
carbonation-induced and chloride-induced corrosion widely prevail in civil infrastructure …

Predicting the time to corrosion initiation in reinforced concrete structures exposed to chlorides

UM Angst - Cement and Concrete Research, 2019 - Elsevier
Reliable predictions of the time to onset of corrosion in reinforced concrete are essential for
service life modelling, to ensure sufficient durability, and for holistic sustainability …

Seismic fragility analysis of deteriorating RC bridge substructures subject to marine chloride-induced corrosion

F Cui, H Zhang, M Ghosn, Y Xu - Engineering Structures, 2018 - Elsevier
This paper presents an improved reinforced concrete steel bar deterioration model that
incorporates pitting corrosion and considers the change in after-cracking corrosion rate to …

Threshold chloride level and characteristics of reinforcement corrosion initiation in simulated concrete pore solutions

H Yu, KTK Chiang, L Yang - Construction and Building Materials, 2012 - Elsevier
Threshold chloride level (Cth) and corrosion behavior of reinforced steel bar (rebar) have
been studied in three kinds of simulated concrete pore solutions (SPSs). The rebars with two …

Effects of various modeling uncertainty parameters on the seismic response and seismic fragility estimates of the aging highway bridges

H Li, L Li, G Zhou, L Xu - Bulletin of earthquake engineering, 2020 - Springer
This paper proposes an alternative time-dependent seismic fragility assessment framework
for aging highway bridges considering the non-uniform chloride-induced corrosion and …

Time-dependent seismic fragility assessment for aging highway bridges subject to non-uniform chloride-induced corrosion

H Li, L Li, G Zhou, L Xu - Journal of Earthquake Engineering, 2022 - Taylor & Francis
This paper proposes an alternative time-dependent seismic fragility assessment framework
considering the variable correlation of structural random parameters for aging highway …

Influence of a novel hydrophobic agent on freeze–thaw resistance and microstructure of concrete

B Zhang, Q Li, X Niu, L Yang, Y Hu, J Zhang - Construction and Building …, 2021 - Elsevier
An innovative hydrophobic agent named YREC (Yellow River Engineering Consulting) was
adopted in this study. The substrate is mica powder, which is treated with silane coupling …

Prediction model of chloride diffusion in concrete considering the coupling effects of coarse aggregate and steel reinforcement exposed to marine tidal environment

Y Wang, X Gong, L Wu - Construction and Building Materials, 2019 - Elsevier
Chloride-induced corrosion of steel reinforcement is one of the significant factors for the
durability of the reinforced concrete structures exposed to marine environments. Reinforced …