International audienceThis paper deals with the steel/concrete interface of a corroded beam B2CL1 after a 23 years exposure in chloride environment. XRD, SEM and Raman techniques were performed to investigate the chemical compositions and the spatial distribution of corrosion products. The experimental results illustrate that the corrosion product layer is a multi-layer constituted as marbling structure. It is composed of a mix of iron oxides and iron oxi-hydroxides. Iron species were found in the vicinity of concrete mainly in cracks, as it was already observed in the literature
The chloride threshold value (Cth), or critical chloride content, is defined as the chloride concent...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
International audienceThe paper presents different aspects of reinforcement corrosion by analyzing 1...
International audienceThis paper deals with the steel/concrete interface of a corroded beam B2CL1 af...
For reinforced concrete structures subject to chloride-induced corrosion, the assessment of service ...
The composition and microstructure of the concrete-steel interface influences the criticalchloride c...
International audienceThis paper deals with the characterisation by means of electrochemical, gravim...
The Service life evaluation of reinforced concrete structures is usually limited to initiation of co...
The mineralogy and spatial distribution of nano-crystalline corrosion products that form in the stee...
Corrosion products, forming on steel bar in cementitious material, can lead to concrete cracking. Cl...
The composition and microstructure of the concrete-steelinterface influences the critical chloride c...
The composition and macrostructure of the concrete-steel interface and the surface finish of the ste...
International audienceThe aim of this paper is to understand what the chemical influence of the conc...
WOS:000401876800016International audienceIn this paper, the propagation of chloride-induced corrosio...
International audienceTo evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year...
The chloride threshold value (Cth), or critical chloride content, is defined as the chloride concent...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
International audienceThe paper presents different aspects of reinforcement corrosion by analyzing 1...
International audienceThis paper deals with the steel/concrete interface of a corroded beam B2CL1 af...
For reinforced concrete structures subject to chloride-induced corrosion, the assessment of service ...
The composition and microstructure of the concrete-steel interface influences the criticalchloride c...
International audienceThis paper deals with the characterisation by means of electrochemical, gravim...
The Service life evaluation of reinforced concrete structures is usually limited to initiation of co...
The mineralogy and spatial distribution of nano-crystalline corrosion products that form in the stee...
Corrosion products, forming on steel bar in cementitious material, can lead to concrete cracking. Cl...
The composition and microstructure of the concrete-steelinterface influences the critical chloride c...
The composition and macrostructure of the concrete-steel interface and the surface finish of the ste...
International audienceThe aim of this paper is to understand what the chemical influence of the conc...
WOS:000401876800016International audienceIn this paper, the propagation of chloride-induced corrosio...
International audienceTo evaluate the degree of corrosion, reinforcements of 14-year-old and 17-year...
The chloride threshold value (Cth), or critical chloride content, is defined as the chloride concent...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
International audienceThe paper presents different aspects of reinforcement corrosion by analyzing 1...