A review on corrosion detection and protection of existing reinforced concrete (RC) structures

JY Hu, SS Zhang, E Chen, WG Li - Construction and Building Materials, 2022 - Elsevier
Performance deterioration of existing reinforced concrete (RC) structures due to corrosion of
inside steel reinforcement has been a worldwide issue for long, in particular for RC …

[HTML][HTML] Inelastic buckling of reinforcing bars: a state-of-the-art review of existing models and opportunities for future research

MM Kashani - Construction and Building Materials, 2024 - Elsevier
Despite the substantial steps made in understanding the mechanics of reinforced concrete
structures, effectively addressing, and mitigating inelastic buckling remains a complex and …

Tensile behavior of naturally and artificially corroded steel bars

YC Ou, YTT Susanto, H Roh - Construction and Building Materials, 2016 - Elsevier
The tensile behaviors of corroded steel bars are important in the capacity evaluation of
corroded reinforced concrete structures. However, information on the tensile behaviors of …

Predicting the residual strength and deformability of corroded steel plate based on the corrosion morphology

Y Wang, S Xu, H Wang, A Li - Construction and Building Materials, 2017 - Elsevier
The effects of corrosion on the mechanical performance of steel were investigated by
conducting surface measurements and tensile tests on naturally corroded steel plates. With …

Assessment of the structural performance of corrosion-affected RC members based on experimental study and probabilistic modeling

S Lim, M Akiyama, DM Frangopol - Engineering Structures, 2016 - Elsevier
The severity of damage due to corrosion on reinforced concrete (RC) structures primarily
depends on the magnitude and location of the steel corrosion. A finite element (FE) method …

Experimental study on fatigue performance of corroded high-strength steel wires used in bridges

C Jiang, C Wu, X Jiang - Construction and Building Materials, 2018 - Elsevier
This paper presents an experimental research on the fatigue performance of corroded high-
strength steel wires used in bridges. Three dimensional (3D) profile measurements and …

Relationship model between surface strain of concrete and expansion force of reinforcement rust

F Chen, Z **, E Wang, L Wang, Y Jiang, P Guo… - Scientific Reports, 2021 - nature.com
Concrete cracking caused by corrosion of reinforcement could significantly shorten the
durability of reinforced concrete structure. It remains critical to investigate the process and …

Three-dimensional corrosion pit measurement and statistical mechanical degradation analysis of deformed steel bars subjected to accelerated corrosion

F Tang, Z Lin, G Chen, W Yi - Construction and Building Materials, 2014 - Elsevier
This study experimentally investigated the effect of corrosion non-uniformity on the
mechanical property degradation of deformed steel bars. Both the average and critical cross …

Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation

MM Kashani, LN Lowes, AJ Crewe… - Computers & Structures, 2015 - Elsevier
A new phenomenological hysteretic model for reinforcing bars with and without corrosion
damage is presented. The model simulates buckling of reinforcement, deterioration in post …

Probabilistic-based burst failure mechanism analysis and risk assessment of pipelines with random non-uniform corrosion defects, considering the interacting effects

F Jiang, S Dong - Reliability Engineering & System Safety, 2024 - Elsevier
Corrosion defects were primary causes for pipeline burst failures. Traditional methodologies
simplified the realistic irregular-shaped defects as uniform ones, ignoring the effects of …