Drying and wetting cycles condition is always identified as the most unfavorable
environment condition for reinforce concrete structure subjected to chloride-induced …

Concrete infrastructures in marine atmosphere zone environment face the threat of chloride
ions aerosol erosion, which can lead to the corrosion of steel bars and shorten the service …

Chloride-induced corrosion of steel rebar embedded in concrete is one of the major
concerns influencing the durability of reinforced concrete structures. It is widely recognized …

Corrosion of reinforcement caused by chloride penetration has become the primary factor of
concrete durability in the saline soil environment. A chemo-damage-transport model for …

Efficient image‐recognition algorithms to classify the pixels accurately are required for the
computer‐vision‐based inspection of concrete defects. This study proposes a deep learning …

Concrete cracking usually is an unavoidable phenomenon in reinforced concrete (RC)
structures and has a significant effect on chloride diffusion and thus the deterioration of the …

A probabilistic model for chloride induced corrosion of the reinforcing steel in concrete
structures is presented in this work. The main purpose of this model is to simulate the …

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

Concrete service life models have proliferated in recent years due to increased interest in
designing infrastructure elements with at least a 75-year service life, along with greater …

Cracks in cementitious materials have a negative influence on the durability in aggressive
environments, especially in marine environments since chlorides and sulphates are able to …