Effect of the paste–anode interface under impressed current cathodic protection in concrete structures

EQ Zhang, L Tang, D Bernin… - Materials and …, 2018 - Wiley Online Library
Impressed current cathodic protection (ICCP) is a powerful method to prevent and stop
corrosion of steel in concrete structures. To evaluate the long‐term effect of ICCP …

[PDF][PDF] Effect of the paste–anode interface under impressed current cathodic protection in concrete structures

EQ Zhang, L Tang, D Bernin, H Jansson - Materials and Corrosion … - academia.edu
Chloride-induced corrosion of steel reinforcement is a major cause of premature failure for
concrete structures. Among the many preventive and protective techniques, impressed …

[PDF][PDF] Effect of the paste–anode interface under impressed current cathodic protection in concrete structures

EQ Zhang, L Tang, D Bernin, H Jansson - researchgate.net
Chloride-induced corrosion of steel reinforcement is a major cause of premature failure for
concrete structures. Among the many preventive and protective techniques, impressed …

[PDF][PDF] Effect of the paste–anode interface under impressed current cathodic protection in concrete structures

EQ Zhang, L Tang, D Bernin, H Jansson - Materials and Corrosion-Werkstoffe … - core.ac.uk
Chloride-induced corrosion of steel reinforcement is a major cause of premature failure for
concrete structures. Among the many preventive and protective techniques, impressed …

Effect of the paste–anode interface under impressed current cathodic protection in concrete structures.

EQ Zhang, L Tang, D Bernin… - Materials & Corrosion …, 2018 - search.ebscohost.com
Impressed current cathodic protection (ICCP) is a powerful method to prevent and stop
corrosion of steel in concrete structures. To evaluate the long‐term effect of ICCP …

[PDF][PDF] Effect of the paste–anode interface under impressed current cathodic protection in concrete structures

EQ Zhang, L Tang, D Bernin, H Jansson - research.chalmers.se
Chloride-induced corrosion of steel reinforcement is a major cause of premature failure for
concrete structures. Among the many preventive and protective techniques, impressed …