A discussion of the paper "Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar" by C. Alonso, C. Andrade, M. Castellote, and P. Castro

Cement and Concrete Research

Volumn 31, Issue 5, 2001, Pages 835-838

  Mohammed, T U ^a   Hamada, H ^a  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0035330930     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(01)00485-9     Document Type: Note

References (8)

1. Corrosion of steel bars with respect to orientation in concrete
2. Marine durability of 23-year old reinforced concrete beams
3. Factors other than chloride level influencing corrosion rate of reinforcement
4. Marine durability of 15-year old concrete specimens made with ordinary portland, slag and fly ash cements
5. Standard specification for design and construction of concrete structures
6. Effect of crack width and bar types on corrosion of steel in concrete
7. Comparison of rates of general corrosion and maximum pitting penetration on concrete-embedded steel reinforcement
8. Mechanism of corrosion of steel in concrete in relation to design, inspection and repair of offshore and coastal structures