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 …

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 …

This paper presents an experimental study and theoretical analysis on corroded
prestressing tendons and corroded prestressed concrete beams. 68 steel strands and steel …

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 …

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 …

A new phenomenological hysteretic model for reinforcing bars with and without corrosion
damage is presented. The model simulates buckling of reinforcement, deterioration in post …

Reinforced concrete (RC) structures located in aggressive environment, for example, RC
bridge piers close to the sea and experiencing chloride attacks, may be exposed to an …

Corrosion-induced deterioration weakens the seismic capacity of buildings in coastal areas.
This paper presents an investigation into the seismic resilience of RC frame structures …

Gradual deterioration of RC bridges due to chloride-induced corrosion is of concern for
bridge durability and life-cycle performance assessment under earthquakes. Uncertainties …

Corrosion of reinforcing bars is an essential explanation for the deterioration of reinforced
concrete (RC) members. Consequently, the seismic performance and collapse mechanism …