The steel–concrete interface (SCI) is known to influence corrosion of steel in concrete.
However, due to the numerous factors affecting the SCI—including steel properties, concrete …

It is generally recognized that cracks provide easy access to ingress of chlorides in concrete
and hence, the initiation of corrosion of steel in cracked concrete occurs at early stage …

Chloride-induced corrosion of steel reinforcement in concrete may cause severe damage to
RC structures. This paper examines the interaction between corrosion-induced cover crack …

This literature review summarises the influence of fibres on the main parameters governing
corrosion of conventional reinforcement. The ability of fibres to suppress crack growth has …

This paper presents the results of an experimental study designed to investigate the
combined effect of corrosion and sustained loads on the structural performance of reinforced …

Chloride ingress is one of the major causes of reinforced concrete (RC) deterioration. Free
chloride induces the corrosion of rebars, reducing the material strength, and therefore, 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 …

One of the major causes of deterioration of reinforced concrete structures is chloride-
induced corrosion of the reinforcing steel. This phenomenon is significantly influenced by …

This paper reports results from an ongoing project aimed at investigating the influence of
fibre reinforcement on corrosion of rebar in chloride environments. Material tests showed …

This study aims to investigate the influences of the pullout state and pre-crack width on steel
fiber corrosion in ultra-high-performance concrete (UHPC) and its implication on the …