Modeling the kinetics of corrosion in concrete patch repairs and identification of governing parameters

Cement and Concrete Composites

Volumn 32, Issue 5, 2010, Pages 360-368

  Soleimani, S ^a   Ghods, P ^a   Isgor, O B ^a   Zhang, J ^b  

^a CARLETON UNIVERSITY   (Canada)

^b NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Corrosion (C); Electrical properties (C); Modeling (E); Patch repair; Reinforcement (D)

Indexed keywords

ANODE CORROSION; ANODE EFFECTS; ANODIC CURRENT DENSITY; BOND LINE; CORROSION CURRENT DENSITIES; CORROSION IN CONCRETE; COVER THICKNESS; ELECTRICAL PROPERTY; FAILURE MECHANISM; GOVERNING PARAMETERS; IN-SITU OBSERVATIONS; LOCALIZED CORROSION; MACRO-CELL CORROSION; MODELING (E); NUMERICAL MODELING; PATCH REPAIR; REINFORCED CONCRETE MEMBER; REPAIRED CONCRETE; REPAIRED CONCRETE STRUCTURES; SIGNIFICANT FACTORS;

CORROSION; DISTILLATION; ELECTRIC PROPERTIES; OXYGEN; REINFORCED CONCRETE; REINFORCEMENT; SUBSTRATES;

REPAIR;

EID: 77950298823     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2010.02.001     Document Type: Article

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