Analyzing crack width to predict corrosion in reinforced concrete

Cement and Concrete Research

Volumn 34, Issue 1, 2004, Pages 165-174

  Vidal, T ^a   Castel, A ^a   Francois R ^a  

^a INSA   (France)

Author keywords

Concrete; Corrosion; Crack detection; Modeling; Reinforcement

Indexed keywords

CORROSION; CRACKS; ELECTROMAGNETISM; NONDESTRUCTIVE EXAMINATION; POLARIZATION; STEEL;

CROSS-SECTION LOSS; REINFORCEMENT CORROSION;

REINFORCED CONCRETE;

EID: 0344082155     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(03)00246-1     Document Type: Article

References (19)

1. Castel A., François R., Arliguie G. Mechanical behavior model of corroded reinforced concrete. C. R. Acad. Sci. Mech. 330:2002;45-50.
2. Gonzalez J.A., Feliù S., Rodriguez P., Ramirez E., Alonso C., Andrade C. Some questions on the corrosion of steel in concrete: Part I. When, how, and how much steel corrodes. Mater. Struct. 29:1996;40-46.
3. Mangat P.S., Elgarf M.S. Bond characteristics of corroding reinforcement in concrete beams. Mater. Struct. 32:1999;89-97.
4. Al-Sulaimani G.J., Kaleemullah M., Basunbul I.A., Rasheeduzzafar Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. ACI Struct. J. 87(2):1990;220-231.
5. Almusallam A.A., Al-Gahtani A.S., Aziz A.R., Rasheeduzzafar Effect of reinforcement corrosion on bond strength. Constr. Build. Mater. 10(2):1996;123-129.
6. Castel A., François R., Arliguie G. Mechanical behavior of corroded reinforced concrete beams: Part 1. Experimental study of corroded beams. Mater. Struct. 33:2000;539-544.
7. Castel A., François R., Arliguie G. Mechanical behavior of corroded reinforced concrete beams: Part 2. Bond and notch effects. Mater. Struct. 33:2000;545-551.
8. Feliu S., Gonzalez J.A., Feliu S. Jr., Andrade C. Confinement of the electrical signal for in situ measurement of polarization resistance in reinforced concrete. ACI Mater. J. 1990;457-460.
9. Rodriguez J., Ortega L.M., Garcia A.M., Johansson L., Petterson K. On-site corrosion measurements in concrete structures. Constr. Repair. 1995;27-30.
10. Rhazi J., Laurens S., Ballivy G. Insights on the GPR non destructive testing method of bridge decks. Special Session on Non Destructive Detection of Corrosion in Reinforced Concrete, ACI Meeting, Toronto:2000.
11. Rodriguez J., Ortega L.M., Casal J., Diez J.M. Corrosion of reinforcement and service life of concrete structures. Durab. Build. Mater. Compon. 7(1):1996;117-126.
12. Alonso C., Andrade C., Rodriguez J., Diez J.M. Factors controlling cracking of concrete affected by reinforcement corrosion. Mater. Struct. 31:1998;435-441.
13. R. François, G. Arliguie, J.C. Maso, Durability of Reinforced Concrete, Internal Synthesis Report L.M.D.C. I.N.S.A.-U.P.S. Toulouse, France (1994) (in French).
14. François R., Arliguie G. Effect of microcracking and cracking on the development of corrosion in reinforced concrete members. Mag. Concr. Res. 51(2):1999;143-150.
15. Gonzalez J.A., Andrade C., Alonso C., Feliù S. Comparison of rates of general corrosion and maximum pitting generation on concrete embedded steel reinforcement. Cem. Concr. Res. 25(2):1995;257-264.
16. Torres-Acosta A.A., Sagues A.A. Concrete cover cracking with localized corrosion of reinforcing steel. Malhotra V.M. Fifth CANMET/ACI International Conference on Durability of Concrete. vol. 1:2000;591-611 ACI, SP192, Barcelona, Spain.
17. Castel A., François R., Arliguie G. Factors other than chloride level influencing corrosion rate of reinforcement. Malhotra V.M. Fifth CANMET/ACI International Conference on Durability of Concrete. vol. 1:2000;629-644 ACI, SP192, Barcelona, Spain.
18. Yonezawa T., Ashworth V., Procter R.P.M. Pore solution composition and chloride effects on the corrosion of steel in concrete. Corros. Eng. 44(7):1988;489-499.
19. Mohammed T.U., Otsuki N., Hisada M. Corrosion of steel bars with respect to orientation in concrete. ACI Mater. J. 1999;154-159.