Effect of crack width and bar types on corrosion of steel in concrete

Journal of Materials in Civil Engineering

Volumn 13, Issue 3, 2001, Pages 194-201

  Mohammed, Tarek Uddin ^a   Otsuki, Nobuaki ^b   Hisada, Makoto ^c   Shibata, Tsunenori ^d  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^c NIIGATA UNIVERSITY   (Japan)

^d Obayashi Inc   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; CORROSION; CRACK PROPAGATION; DEFORMATION; ELECTROCHEMISTRY; INTERFACES (MATERIALS);

WATER-TO-CEMENT RATIOS;

STEEL;

CORROSION; CRACK; REINFORCED CONCRETE; STEEL;

EID: 0035337294     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2001)13:3(194)     Document Type: Article

References (12)

1. ACI journal proceedings, 1980 revisions
2. Influence of crack frequency on reinforcement corrosion in concrete
3. Durable concrete structures
4. Cracks formed in concrete around deformed tension bars
5. The experimental study on corrosion mechanism of reinforced concrete at local repair part
6. Chloride corrosion of reinforcing steel in cracked concrete, performance of concrete in marine environment
7. Corrosion of steel in concrete
8. Laboratory studies and calculations on the influence of crack width on chloride-induced corrosion of steel in concrete
9. Application of A-C corrosion monitor to localized corrosion