This paper discusses the effect of defects in a steel–concrete interface under horizontal top-
cast steel bars on the development of corrosion in reinforced concrete beams under …

In this study, the effect of both artificial crack and defects of the steel-concrete interface on
the initiation and propagation of steel reinforcement corrosion in concrete under a chloride …

This paper discusses the effect of top-casting-induced defects on the corrosion development
of compressive bars in reinforced concrete beams exposed to a chloride environment, under …

This paper discusses the effect of both load-induced cracks and top-casting-induced defects
on the corrosion characteristics of the tensile bars in reinforced concrete beams under …

This article deals with the influence of the steel–concrete interface condition on
reinforcement corrosion and concrete cracking in a chloride environment. Four large …

Corrosion of steel bars in concrete with the presence of gaps/voids at the steel-concrete
interface is summarized herein based on the accelerated laboratory and several long-term …

This paper deals with the influence of the steel–concrete interface condition on the
reinforcement corrosion in a chloride environment. Two large-sized concrete members were …

This paper deals with corrosion initiation and propagation in pre-cracked reinforced
concrete beams under sustained loading during exposure to a chloride environment …

When subjected to loading or thermal shrinkage, reinforced concrete structures usually
behave in a cracking state, which raises the risk of bar corrosion from the working …

This study experimentally investigated corrosion-induced deterioration in reinforced
concrete (RC) structures: concrete cover cracking, steel-concrete bond loss, and mechanical …