Chloride-induced corrosion in reinforced concrete (RC) leads to non-uniform distribution of
corrosion products around the rebar perimeter. The present study focuses on corrosion …

Cracking of concrete cover due to corrosion induced expansion of steel rebar is one of the
major causes of the deterioration of reinforced concrete (RC) structures exposed to marine …

This study proposes and verifies a numerical framework that can efficiently quantify non-
uniform corrosion penetration depth along the perimeter of the rebar in concrete exposed to …

Initiation of corrosion of steel in reinforced concrete (RC) structures subjected to chloride
exposures mainly depends on coefficient of chloride diffusion, Dc, of concrete. Therefore, Dc …

The degradation caused by corrosion of rebar in concrete structures is one of the most
important issues to attract the attention of researchers focused on concrete durability …

A literature review in the present study has shown that the chloride ions on the concrete
surface exposed to a marine environment including tidal, splash and aerated zones can be …

To investigate the time-varying progress of chloride-induced reinforcement corrosion and
cover cracking, the authors embedded mortar specimens with side-located rebars and …

This paper presents the results of a sensitivity analysis of the diffusion-based corrosion
initiation model for reinforced concrete structures built in chloride-laden environments …

The chloride-induced steel corrosion is one of the main causes of deterioration for reinforced
concrete structures exposed to marine environments. The chloride ingress into reinforced …

This work aimed to evaluate the effects of limestone powder (LP) replacement fraction (8–24
wt%) on chloride diffusion and chloride threshold (C th) for corrosion initiation …