A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cathodic Protection Developments for Prestressed Concrete Components
This is the final report in a study that evaluated the feasibility of using cathodic protection of prestressed concrete bridge members. The interim report (FHWA-RD-92-056), published in February 1993, presented laboratory data showing that cathodic protection will generate hydrogen on high-strength steel embedded in concrete if the potential is more negative than the thermodynamic hydrogen evolution potential. The hydrogen generated will enter the steel and will cause a loss in ductility that will adversely affect the steel's performance if a notch is present. In addition, conductive paints and polymers were evaluated as anode materials.
Cathodic Protection Developments for Prestressed Concrete Components
This is the final report in a study that evaluated the feasibility of using cathodic protection of prestressed concrete bridge members. The interim report (FHWA-RD-92-056), published in February 1993, presented laboratory data showing that cathodic protection will generate hydrogen on high-strength steel embedded in concrete if the potential is more negative than the thermodynamic hydrogen evolution potential. The hydrogen generated will enter the steel and will cause a loss in ductility that will adversely affect the steel's performance if a notch is present. In addition, conductive paints and polymers were evaluated as anode materials.
Cathodic Protection Developments for Prestressed Concrete Components
M. Funahashi (author) / J. Wagner (author) / W. T. Young (author)
1994
133 pages
Report
No indication
English
Cathodic protection for prestressed concrete structures
| Online Contents | 1998
Cathodic protection for prestressed concrete structures
| British Library Conference Proceedings | 1998
Cathodic protection for prestressed concrete structures
| British Library Online Contents | 1998