To evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year-old concrete
members were completely exposed. These 3 m long beams were stored in three-point …

abstract Reinforcement corrosion is a common cause for reinforced concrete structure
deterioration. One of the main causes for reinforcement corrosion is chloride ingress to the …

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 …

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 …

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 …

Chloride binding and its influence on the rate of reinforcement corrosion has been
investigated in a range of mixes by, respectively, pore solution analysis and measuring the …

The rebar corrosion in reinforced concrete is one of the most extensive pathologies affecting
the performance of concrete structures. Chloride-induced rebar corrosion damage results …

Chloride binding by the cement in concrete may affect the rate of chloride ingress and
chloride threshold level which in turn determine the time to chloride induced corrosion …

This paper deals with two corroded reinforcement concrete beams, which have been stored
under sustained load in a chloride environment for 14 and 23years respectively. The …

This paper presents results of an experimental investigation on the effect of mechanical
loading on the corrosion of steel reinforcement in concrete. Reinforced concrete beams …