Rebar corrosion and non-uniformity in remaining rebar and corrosion products are critical
factors influencing the durability of reinforced concrete structures. This study investigates pit …

Coarse aggregate surface textures have a significant effect on mechanical properties of
aggregate-mortar interface in normal strength concrete. The authors used a scanning …

Considering that reinforced concrete structures typically work with cracks, this work aims to
investigate the chloride-induced non-uniform corrosion of steel by proposing a five-phase …

This paper evaluated chloride binding capacity for cement-based materials through
calibration analysis of Linear, Freundlich and Langmuir models with tested free and bound …

This paper presents a stochastic methodology to perform time-dependent seismic fragility
analysis for reinforced concrete (RC) columns subjected to chloride attacks. Numerical …

Electrochemical chloride removal (ECR) facilitates the retardation of rebar corrosion and the
extension of service life. In this paper, we present a multi-phase multi-species phase field …

A huge number of reinforced concrete structures designed without aseismic consideration
exist at the risk of both reinforcement corrosion and earthquake. They were generally made …

Reinforcement corrosion caused by chloride attack is one of the main reasons for the
degradation of reinforced concrete (RC) structures, especially those exposed to marine …

Chloride-induced corrosion in reinforced structures is complex, involving simultaneous
material aging and diverse uncertainties. To computationally interpret such a process, the …

Abstract Zinc hydroxystannate (ZnSn (OH) 6) coatings were deposited on galvanized carbon
steel samples by an electroless heterogeneous crystallization process. Structural and …