Predicting the failure of reinforced concrete structures due to rebar corrosion is significant in
maintaining the service life of concrete structures. This paper presents a multi-phase-field …

Non-uniform corrosion of rebar leads to the cracking of the concrete cover, which reduces
the reliability of structures and increases maintenance costs. In this paper, we present a …

Non-uniform corrosion of rebar in reinforced concrete will lead to concrete cover cracking,
thus significantly reducing the durability of structures. A 2D mesoscale phase field model …

Corrosion-induced concrete cover deterioration is a major factor affecting the serviceability
of the reinforced concrete (RC) structures. The entire corrosion process, including mass …

Corrosion-induced concrete cover cracking is one of major deterioration mechanisms for
reinforced concrete (RC) structures. Concrete cracking caused by corrosion of multiple …

Reinforced concrete has been widely used. However, it is difficult to accurately simulate the
process of concrete damage and destruction caused by rebar corrosion. Therefore, the …

Steel corrosion induced cracking in reinforced concrete structures is often caused by
volumetric straining at the steel-concrete interface. This volumetric strain is mainly controlled …

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 …

Chloride-induced rebar corrosion is one primary cause of early cracking of reinforced
concrete (RC). A model to accurately predict the time before steel corrosion and concrete …

A model for corrosion-induced cracking of reinforced concrete subjected to non-uniform
chloride-induced corrosion is presented. The gradual corrosion initiation of the steel surface …