Numerical design for cathodic protection systems for concrete

Materials and Corrosion

Volumn 60, Issue 2, 2009, Pages 130-136

  Polder, R B ^a   Peelen, W H A ^b   Lollini, F ^c   Redaelli, E ^c   Bertolini, L ^c  

^a TNO   (Netherlands)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^c POLITECNICO DI MILANO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CATHODIC PROTECTION; CHLORINE COMPOUNDS; CORROSION; POLARIZATION; REINFORCEMENT; STEEL;

ANODE AREAS; CATHODIC PROTECTION SYSTEMS; CHLORIDE-INDUCED CORROSIONS; DEPOLARISATION; ELECTRICAL CURRENTS; ELECTRO-CHEMICAL REACTIONS; FINAL OBJECTIVES; FINITE ELEMENT MODELLING; ION TRANSPORTS; LARGE SURFACE AREAS; LEAKING JOINTS; LOCAL DAMAGES; NUMERICAL CALCULATIONS; NUMERICAL DESIGNS; POLARISATION; POTENTIAL DISTRIBUTIONS; RE PASSIVATIONS; REHABILITATION OF CONCRETES; REINFORCING STEELS; SYSTEM DESIGNS; TIME DEPENDENTS;

DESIGN;

EID: 60349123791     PISSN: 09475117     EISSN: 15214176     Source Type: Journal    
DOI: 10.1002/maco.200805056     Document Type: Article

References (11)

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2. P. Pedeferri, Construct. Build. Mater. 1996, 10, 391.
3. EN 12696, 2000, Cathodic protection of steel in concrete.
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