The current paper provides a comprehensive review of experimental studies on corrosion-
damaged reinforced concrete (RC) components and the ability of current state-of-the-art …

Reinforcement corrosion is identified as a major cause of premature deterioration of
reinforced concrete (RC) structures and infrastructure. Coupling effects of seismic actions …

In the current study the effects of chloride-induced corrosion, in terms of mechanical
properties and pit depths, are evaluated on B500c steel bars embedded in concrete …

This paper presents the results of an experimental study on the static tensile and fatigue
behavior of corroded reinforcing steel bars. Both natural carbonation-induced and artificially …

The assessment of existing reinforced concrete structures, especially bridges and viaducts,
nowadays is one of the most relevant aspects for engineers. In fact, due to the old age of a …

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 …

A stochastic analysis is developed to assess the temporal and spatial variability of pitting
corrosion on the reliability of corroding reinforced concrete (RC) structures. The structure …

In the seismic design and assessment of reinforced concrete structures in earthquake zones
buckling of longitudinal reinforcement in plastic hinge regions is an important limit state that …

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 …

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 …