Corrosion products, forming on steel bar in cementitious material, can lead to concrete cracking. Clear the transportation of corrosion products is of great significance to predict corrosion-induced structural deterioration. This study investigates the corrosion products in steel-reinforced concrete specimen. By Raman spectroscopy and SEM method, the chemical constituents and micromorphology of corrosion products at steel-concrete interface as well as those inside the pore of cement paste are investigated. The proportion of corrosion products filling into the cement paste is determined by EDTA titration method. The results reveal that corrosion products diffuse in forms of ion in solution under chloride-rich environment, and the mechanisms ...
A TCP–TCL model is established to describe the relationship between the thickness of the corrosion-f...
Reinforcement corrosion is frequently considered as the predominant degradation mechanism affecting ...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
The Service life evaluation of reinforced concrete structures is usually limited to initiation of co...
International audienceThis paper deals with the characterisation by means of electrochemical, gravim...
For reinforced concrete structures subject to chloride-induced corrosion, the assessment of service ...
© 2019 The expansive nature of corrosion products at the steel-concrete interface directly leads to ...
Concrete pores on the steel/concrete interface have a great influence on the corrosion process of st...
Since the reinforced Portland cement (PC) concrete was first used in 1854, it has been the most popu...
International audienceThis paper deals with the steel/concrete interface of a corroded beam B2CL1 af...
The elastic modulus of corrosion product (Ecp) has been reported with significant variations in the ...
Abstract This research paper presents a comprehensive investigation into the corrosion process in re...
International audienceRebar corrosion of reinforced concrete is the main cause of deterioration of s...
Reinforcement corrosion might lead to cracking and spalling of the concrete cover owing to the volum...
Stainless steel (SS) has emerged as an alternative corrosion-resistant reinforcement in concrete ins...
A TCP–TCL model is established to describe the relationship between the thickness of the corrosion-f...
Reinforcement corrosion is frequently considered as the predominant degradation mechanism affecting ...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...
The Service life evaluation of reinforced concrete structures is usually limited to initiation of co...
International audienceThis paper deals with the characterisation by means of electrochemical, gravim...
For reinforced concrete structures subject to chloride-induced corrosion, the assessment of service ...
© 2019 The expansive nature of corrosion products at the steel-concrete interface directly leads to ...
Concrete pores on the steel/concrete interface have a great influence on the corrosion process of st...
Since the reinforced Portland cement (PC) concrete was first used in 1854, it has been the most popu...
International audienceThis paper deals with the steel/concrete interface of a corroded beam B2CL1 af...
The elastic modulus of corrosion product (Ecp) has been reported with significant variations in the ...
Abstract This research paper presents a comprehensive investigation into the corrosion process in re...
International audienceRebar corrosion of reinforced concrete is the main cause of deterioration of s...
Reinforcement corrosion might lead to cracking and spalling of the concrete cover owing to the volum...
Stainless steel (SS) has emerged as an alternative corrosion-resistant reinforcement in concrete ins...
A TCP–TCL model is established to describe the relationship between the thickness of the corrosion-f...
Reinforcement corrosion is frequently considered as the predominant degradation mechanism affecting ...
In this study, a three-scale characterization of eight 20-years-old reinforced concrete specimens na...