Reliability based service life prediction of corrosion affected concrete structures

Journal of Structural Engineering

Volumn 130, Issue 10, 2004, Pages 1570-1577

  Li, Chun Qing ^a  

^a UNIVERSITY OF DUNDEE   (United Kingdom)

Author keywords

Concrete structures; Corrosion; Failures; Predictions; Service life; Structural response

Indexed keywords

CORROSION; COST EFFECTIVENESS; CRACK INITIATION; FAILURE (MECHANICAL); MARINE APPLICATIONS; RELIABILITY; STRUCTURAL ANALYSIS;

MARINE ENVIRONMENTS; REINFORCEMENT CORROSION; STRUCTURAL RESPONSE;

CONCRETE CONSTRUCTION;

EID: 13844275570     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:10(1570)     Document Type: Review

References (35)

1. American Concrete Institute Committee 222 (ACI). (1985). "Corrosion of metals in concrete." ACI J., 82(1), 3-32.
2. American Concrete Institute 365.1R (ACI). (2002). "ACI manual of concrete practice - Part 5." ACI, Farmington Hills, Mich.
3. Amey, S. L., Johnson, D. A., Miltenberger, M. A., and Farzam, H. (1998). "Predicting the service life of concrete marine structures: An environmental methodology." ACI Mater. J., 95(2), 205-214.
4. Andrade, C., Alonso, M. C., and Gonzalez, J. A. (1990). "An initial effort to use the corrosion rate measurements for estimating rebar durability." N. S. Berke, V. Chaker, and D. Whiting, eds, Corrosion rates of steel in concrete, ASTM Special Publication No. 1065, Philadelphia, 29-37.
5. Andrade, C., Alonso, C., and Molina, F. J. (1993). "Cover cracking as a function of rebar corrosion: Part 1. Experimental test." Mater. Struct., 26, 453-464.
6. Bazant, Z. P. (1979). "Physical model for steel corrosion in concrete sea structures - Theory." J. Struct. Div. ASCE, 105(6), 1137-1153.
7. BRITE/EURAM. (1998). "Probabilistic performance-based durability design of concrete structures." BRITE/EURAM Project No. BE95-1345, 4th Framework Program, Luxembourg.
8. Broomfield, J. (1997). Corrosion of steel in concrete, understanding, investigating and repair, Spon, London.
9. Cady, P. D., and Weyers, R. E. (1983). "Chloride penetration and the deterioration of concrete bridge decks." Cement, concrete and Aggregates, ASTM, 5, 81-87.
10. Dhir, R. K. (1999). "Concrete durability." Lecture Notes, Dept. of Civil Engineering, Univ. of Dundee, Dundee, UK.
11. Engelund, S., Sorensen, J. D., and Sorensen, B. (1999). "Evaluation of repair and maintenance strategies for concrete coastal bridges on a probabilistic basis." ACI Mater. J., 96(2), 160-166.
12. Francois, R., and Castel, A. (2001). "Discussion on influence of bending crack and water-cement ratio on chloride-induced corrosion of main reinforcing bars and stirrups." ACI Mater. J., 98(3), 276-278.
13. Frangopol, D. M., Lin, K. Y., and Estes, A. (1997). "Reliability of reinforced concrete girders under corrosion attack." J. Struct. Eng., 123(3), 286-297.
14. Gilbert, R. I. (1988). Time effects in concrete structures, Elsevier, New York.
15. Gonzales, J. A., Feliu, S., Rodriguez, P., Lopez, W., Alonso, C., and Andrade, C. (1996). "Some questions on the corrosion of steel in concrete. Part II: Corrosion mechanism and monitoring, service life prediction and protection methods." Mater. Struct., 29, 97-104.
16. Leeming, M B. (1998). "Durability of concrete in and near the sea." R. T. L. Allen, ed., Concrete in coastal structures, Telford, London, 73-98.
17. Li, C. Q. (1995). "Optimisation of reliability-based structural design." Civ. Eng. Transp., 37(4), 303-308.
18. Li, C. Q. (2000). "Corrosion initiation of reinforcing steel in concrete under natural salt spray and service loading - Results and analysis." ACI Mater. J., 97(6), 690-697.
19. Li, C. Q. (2001). "Initiation of chloride-induced reinforcement corrosion in concrete structural members - Experimentation." ACI Struct. J., 98(4), 501-510.
20. Li, C. Q. (2002). "Initiation of chloride-induced reinforcement corrosion in concrete structural members - Prediction." ACI Struct. J., 99(2), 133-141.
21. Li, C. Q. (2003). "Life cycle modeling of corrosion affected concrete structures: Propagation." ASCE J. Struct. Eng., 129(6), 753-761.
22. Liu, Y., and Weyers, R. E. (1998). "Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures." ACI Mater. J., 95(6), 675-681.
23. Maage, M., Helland, S., Poulsen, E., Vennesland, O., and Carlsen, J. E. (1996). "Service life prediction of existing concrete structures exposed to marine environment." ACI Mater. J., 93(6), 602-608.
24. Melchers, R. E. (1999). Structural reliability analysis and prediction, Wiley, Chichester, UK.
25. Mirza, S. A., Hatzinikolas, M., and MacGregor, J. G. (1979). "Statistical descriptions of strength of concrete." J. Struct. Div. ASCE, 105(6), 1021-1037.
26. Mohammed, T. U., and Hamada, H. (2003). "Discussion on initiation of chloride-induced reinforcement corrosion in concrete structural members - Prediction by C. Q. Li." ACI Struct. J., 100(1), 133-141.
27. Otsuki, N., Miyazato, S., Diola, N. B., and Suzuki, H. (2000). "Influence of bending crack and water-cement ratio on chloride-induced corrosion of main reinforcing bars and stirrups." ACI Mater. J., 97(4), 454-465.
28. Oumeraci, H., Kortenhaus, A., Allsop, N. W. H., de Groot, M., Crouch, R., Vrijling, H., and Voortman, H. (2001). Probabilistic design tools for vertical breakwaters, Balkema, Rotterdam, The Netherlands.
29. Pantazopoulou, S. J., and Papoulia, K. D. (2001). "Modeling cover-cracking due to reinforcement corrosion in RC structures." J. Eng. Mech., 127(4), 342-351.
30. Schiessl, P. (1988). Corrosion of steel in concrete, Rep No. TC60-CSC, RILEM, Chapman and Hall, London.
31. Strategic Highway Research Program (SHRP. (1994). Condition evaluation of concrete bridges relative to reinforcement corrosion, Vol. 2 Method for Measuring the Corrosion Rate Reinforcing Steel, SHRP, National Research Council, Washington, D.C., 5-324.
32. Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, McGraw-Hill, New York.
33. Tonini, D. E., and Dean, S. W. (1976). Chloride corrosion of steel in concrete, ASTM Special Publication No. 629, Philadelphia.
34. Tuutti, K. (1982). Corrosion of steel in concrete, Swedish Cement and Concrete Research Inst., 17-21.
35. Yoon, S., Wang, K., Weiss, W. J., and Shah, S. P. (2000). "Interaction between loading, corrosion, and serviceability of reinforced concrete." ACI Mater. J., 97(6), 637-644.