Although reinforcement corrosion is a well-known issue, which are the locations of the steel/concrete interface most sensitive to pitting corrosion is still an unclear issue. In this study, X-ray computed tomography is used to characterize eight 20-years-old reinforced concrete cores naturally deteriorated due to chloride-induced corrosion. The deepest and most frequent corrosion pits were observed at the portion of the reinforcement oriented to the outdoor environment and in proximity to interfacial air voids. Therefore, the presence of interfacial air voids should be considered as a relevant factor when assessing the risk of corrosion of reinforced concrete structures.Green Open Access added to TU Delft Institutional Repository ‘You share...
The composition and microstructure of the concrete-steelinterface influences the critical chloride c...
Chloride-induced corrosion is the main cause for the degradation of reinforced concrete structures, ...
This thesis investigated corrosion of a reinforcing steel bar embedded in concrete and the effect of...
Although corrosion of reinforcement is a well-known issue for the construction industry, there are s...
Chloride-induced corrosion is the most common deterioration process for reinforced infrastructure ob...
Chloride-induced corrosion is the most common deterioration process for reinforced infrastructure ob...
International audienceThis paper deals with the influence of the steel–concrete interface condition ...
In this paper, the chloride-induced corrosion progression of a corner located steel bar in concrete ...
International audience In this study, steel-concrete interface defects were analyzed in order to def...
WOS:000380236800018International audienceThis paper discusses the effect of defects in a steel-concr...
International audienceCorrosion is the main cause of premature degradation of reinforced concrete st...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
International audienceTo evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year...
International audienceThis article deals with the influence of the steel–concrete interface conditio...
The composition and microstructure of the concrete-steel interface influences the critical chloride ...
The composition and microstructure of the concrete-steelinterface influences the critical chloride c...
Chloride-induced corrosion is the main cause for the degradation of reinforced concrete structures, ...
This thesis investigated corrosion of a reinforcing steel bar embedded in concrete and the effect of...
Although corrosion of reinforcement is a well-known issue for the construction industry, there are s...
Chloride-induced corrosion is the most common deterioration process for reinforced infrastructure ob...
Chloride-induced corrosion is the most common deterioration process for reinforced infrastructure ob...
International audienceThis paper deals with the influence of the steel–concrete interface condition ...
In this paper, the chloride-induced corrosion progression of a corner located steel bar in concrete ...
International audience In this study, steel-concrete interface defects were analyzed in order to def...
WOS:000380236800018International audienceThis paper discusses the effect of defects in a steel-concr...
International audienceCorrosion is the main cause of premature degradation of reinforced concrete st...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
International audienceTo evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year...
International audienceThis article deals with the influence of the steel–concrete interface conditio...
The composition and microstructure of the concrete-steel interface influences the critical chloride ...
The composition and microstructure of the concrete-steelinterface influences the critical chloride c...
Chloride-induced corrosion is the main cause for the degradation of reinforced concrete structures, ...
This thesis investigated corrosion of a reinforcing steel bar embedded in concrete and the effect of...