Structural safety and serviceability of concrete bridges subject to corrosion

Journal of Infrastructure Systems

Volumn 4, Issue 4, 1998, Pages 146-155

  Stewart, Mark G ^a   Rosowsky, David V ^b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b AMRL   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE; CONCRETE; STRUCTURAL PERFORMANCE;

CHLORIDE CONTAMINATION; STRUCTURAL SERVICEABILITY;

ACCIDENT PREVENTION; CODES (STANDARDS); COMPRESSIVE STRENGTH; CORROSION; CRACK INITIATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY; SPALLING; STRUCTURAL ANALYSIS;

CONCRETE BRIDGES;

EID: 0032314518     PISSN: 10760342     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1076-0342(1998)4:4(146)     Document Type: Article

References (55)

1. ACI. (1978). "Prediction of creep, shrinkage and temperature effects: 2." Draft Rep., ACI Committee 209, Subcommittee II, Detroit, Mich.
2. Aktan, A. E.. Helmicki, A. J., and Hunt, V. J. (1996). "Issues related to intelligent bridge monitoring." Proc., Struct. Congr. XIV, Vol. 2, S. K. Ghosh and J. Mohammadi, eds., ASCE, New York, 750-757.
3. Attard, M. M., and Stewart, M. G. (1997). "An improved stress block model for high strength concrete." Res. Rep. No. 154.10.1997, Dept. of Civ., Surv. and Envir. Engrg., Univ. of Newcastle, Newcastle, Australia.
4. Attard, M. M., and Stewart, M. G. (1998). "A two parameter stress block for high strength concrete." ACI Struct. J. (in press).
5. Baboian, R. (1995). "Environmental conditions affecting transport infrastructure." Mat. Performance, 34(9), 48-52.
6. Bazant, Z. P. (1979a). "Physical model for steel corrosion in sea structures-Theory." J. Struct. Div., ASCE, (6), 1137-1154.
7. Bazant, Z. P. (1979b). "Physical model for steel corrosion in sea structures-Applications." J. Struct. Div., ASCE, (6), 1155-1166.
8. Bazant, Z. P. (1995). "Creep and shrinkage prediction model for analysis and design of concrete structures-Model B3." Mat. and Struct., Paris, France, 28, 357-365.
9. Beeby, A. W. (1983). "Cracking, cover and corrosion of reinforcement," Concrete Int., 5(2), 35-40.
10. Bentz, D. P., Clifton, J. R., and Snyder, K. A. (1996). "Predicting service life of chloride-exposed steel-reinforced concrete." Concrete Int., 18(12). 42-47.
11. Broomfield, J. P. (1997). Corrosion of steel in concrete. E & FN Spon, London.
12. "Building code requirements for reinforced concrete." (1995). ACI 318-95, Am. Concrete Inst., Detroit, Mich.
13. Cabrera, J. G. (1996). "Deterioration of concrete due to reinforcement steel corrosion." Cement and Concrete Composites, 18, 47-59.
14. Cady, P. D., and Weyers, R. E. (1983). "Chloride penetration and deterioration of concrete bridge decks." Cement, Concrete and Aggregates, 5(2), 81-87.
15. Concrete Society (CS). (1995). "The relevance of cracking in concrete to corrosion of reinforcement." Tech. Rep. No. 44, Slough, Berkshire, U.K.
16. Das, P. C. (1996). Proc., Int. Symp. of the Safety of Bridges, Instn. of Civ. Engrs. and Hwy. Agency, London.
17. Detwiler, R. J., Whiting, D. A., and Gajda, J. W. (1997). "Durability aspects of precast prestressed concrete-Parts 1 and 2." PCI J., May-June, 60-62.
18. Dhir, R. K., Jones, M. R., and McCarthy, M. J. (1994). "PFA concrete: Chloride-induced reinforcement corrosion." Mag. of Concrete Res., 46(169), 269-277.
19. Dunker, K. R., and Rabbat, B. G. (1993). "Why America's bridges are crumbling." Scientific Am., 268, 66-72.
20. Durable concrete structures: Design guide. (1992). Comité Euro-International du Béton, Thomas Telford Ltd., London.
21. Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). "Development of a probability based load criterion for American national standard A58." Nat. Bureau of Standards Spec. Publ. 577, U.S. Gov. Printing Ofc., Washington, D.C.
22. Francois, R., and Arliguie, G. (1998). "Influence of service cracking on reinforcement corrosion." J. Mat. in Civ. Engrg., ASCE, 10(1), 14-20.
23. Frangopol, D. M., and Hearn, G. (1996). Structural reliability in bridge engineering: Design, inspection, assessment, rehabilitation and management. McGraw-Hill Inc., New York.
24. Frangopol, D. M., Lin, K.-Y., and Estes, A. C. (1997). "Reliability of reinforced concrete girders under corrosion attack." J. Struct. Engrg., ASCE, 123(3), 286-297.
25. Gergely, P. (1981). "Role of cover and bar spacing in reinforced concrete." Significant developments in engineering practice and research: A tribute to Chester P. Seiss, ACI SP-72, Am. Concrete Inst., Detroit, Mich., 133-147.
26. "Guide to concrete repair and protection." (1996). SAA/NZS HB84, Standards Australia, Sydney, Australia.
27. Halvorsen, G. T. (1987). "Code requirements for crack control." Proc., Lewis H. Tulhill Int. Symp. on Concrete and Concrete Conslr., Am. Concrete Inst., Detroit, Mich., 275-322.
28. Hoffman, P. C., and Weyers, R. E. (1994). "Predicting critical chloride levels in concrete bridge decks." Struct. Safety and Reliability: Proc., ICOSSAR'93, G. I. Schueller, M. Shinozuka, and J. T. P. Yao, eds., A. A. Balkema, Rotterdam, The Netherlands, 957-959.
29. Hoffman, P. C., and Weyers, R. E. (1996). "Probabilistic durability analysis of reinforced concrete bridge decks." Probabilistic Mechanics and Structural Reliability: Proc., 7th Spec. Conf., D. M. Frangopol and M. D. Grigoriu, eds., ASCE, New York, 290-293.
30. Huria, V., Lee, K.-L., and Aktan, A. E. (1993). "Nonlinear finite element analysis of RC slab bridge." J. Struct. Engrg.,ASCE, 119(1), 88-107.
31. Kameda, H., and Koike, T. (1975). "Reliability analysis of deteriorating structures." Reliability approach in structural engineering, Maruzen Co., Tokyo, 61-76.
32. Liu, Y. (1996). "Modelling the time-to-corrosion cracking of the concrete cover in chloride contaminated reinforced concrete structures," PhD thesis, Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va.
33. Liu, Y., and Weyers, R. E. (1996). "Time to cracking for chloride-induced corrosion in reinforced concrete." Corrosion of reinforcement in concrete construction, C. L. Page, P. B. Bamforth, and J. W. Figg, Ed., Royal Soc. of Chemistry, Cambridge, England, 88-104.
34. Makhlouf, H. M., and Malhas, F. A. (1996). "The effect of thick concrete cover on the maximum flexural crack width under service load." ACI Struct. J., 93(3), 257-265.
35. Mehta, P. K. (1991). Concrete in the marine environment. Elsevier Applied Science, Barking, U.K.
36. Mirza, S. A., Hatzinikolas, M., and MacGregor, J. G. (1979). "Statistical descriptions of strength of concrete." J. Struct. Div., ASCE, 105(6), 1021-1037.
37. Mirza, S. A., and MacGregor, J. G. (1979a). "Variations in dimensions of reinforced concrete members." J. Struct. Div., ASCE, 105(4), 751-766.
38. Mirza, S. A., and MacGregor, J. G. (1979b). "Variability of mechanical properties of reinforcing bars." J. Struct. Div., ASCE, 105(5), 921-937.
39. Model code: Design code. (1990). Comité Euro-International du Béton, CEB-FIP, Thomas Telford Ltd., London.
40. Nawy, E. G. (1992). "Macro-cracking and crack control in concrete structures-A state of the art." Designing concrete structures for serviceability and safety, E. G. Nawy and A. Scanlon, eds., AGI SP-133, Am. Concrete Inst., Detroit, Mich., 1-32.
41. Nowak, A. S. (1993). "Live load models for highway bridges." Struct. Safety, 13, 53-66.
42. Nowak, A. S., and Hong, Y.-K. (1991). "Bridge live-load models." J. Struct. Engrg., ASCE, 117(9), 2757-2767.
43. Schießl, P., and Raupach, M. (1997). "Laboratory studies and calculations on the influence of crack width on chloride-induced corrosion of steel in concrete." ACI Mat. J., 94, 56-62.
44. Stewart, M. G. (1995). "Workmanship and its influence on probabilistic models of concrete compressive strength." ACI Mat. J., 92(4), 361-372.
45. Stewart, M. G. (1997). "Time-dependent reliability of existing RC structures." J. of Struct. Engrg., ASCE, 123(7), 896-903.
46. Stewart, M. G. (1998). "Reliability-based bridge design and assessment." Progress in Struct. Engrg. and Mech., 1(2), 214-222.
47. Stewart, M. G., and Rosowsky, D. V. (1998a). "Structural and serviceability reliabilities for chloride diffusion, cracking, spalling, and corrosion of concrete bridges." Res. Rep. No. 162.02.1998, Dept. of Civ., Surv. and Envir. Engrg., Univ. of Newcastle, Newcastle, Australia.
48. Stewart, M. G., and Rosowsky. D. V. (1998b). "Time-dependent reliability of deteriorating reinforced concrete bridge decks." Struct. Safety, 20,91-109.
49. "Structural use of concrete. Part 2-Code of practice for special circumstances." (1985). BS 8JJO:Part 2-1985, British Standards Inst., London.
50. Suzuki, M., Tsutsumi, T., and Irie, M. (1990). "Reliability analysis of durability/deterioration indices of reinforced concrete in a marine environment." Corrosion of reinforcement in concrete, C. L. Page, K. W. J. Treadway, and P. B. Bamforth, eds., Elsevier Science Publishers, Barking, U.K., 268-277.
51. Thoft-Christensen, P., Jensen, F. M., Middleton, C., and Blackmore, A. (1996). "Revised rules for concrete bridges." Proc., Int. Symp. of the Safety of Bridges, Instn. of Civ. Engrs. and Hwy. Agency, London, 1-12.
52. Tuutti, K. (1982). Corrosion of steel in concrete. Swedish Cement and Concrete Res. Inst., Fo 4.82, Stockholm, Sweden.
53. Val, D. V., Stewart, M. G., and Melchers, R. E. (1998). "Effect of reinforcement corrosion on reliability of highway bridges." J. Engrg. Struct., 20(11), 1010-1019.
54. Vitharana, N. (1997). "Prediction of the diffusion of chloride-ions & moisture through concrete members." Proc., 3rd CANMET/ACI Int. Symp. on Advances in Concrete Technol.
55. Willcins, N. J. M., and Lawrence, P. F. (1983). "The corrosion of steel reinforcements in concrete immersed in seawater." Corrosion of reinforcement in concrete construction, A. P. Crane, ed., Ellis Horwood, Ltd., Chichester, U.K., 119-141.