Probabilistic evaluation of initiation time of chloride-induced corrosion

Reliability Engineering and System Safety

Volumn 93, Issue 3, 2008, Pages 364-372

  Val, Dimitri V ^a   Trapper, Pavel A ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Chlorides; Concrete; Corrosion; Probabilistic models; Reinforced

Indexed keywords

ATMOSPHERIC HUMIDITY; CHLORINE; COLUMNS (STRUCTURAL); OCEAN STRUCTURES; PROBABILITY; REINFORCED CONCRETE;

CORROSION INITIATION; MARINE ENVIRONMENT; PROBABILISTIC MODELS;

CORROSION;

EID: 35348929957     PISSN: 09518320     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ress.2006.12.010     Document Type: Article

References (34)

1. Nilsson LO, Sandberg P, Poulsen E, Sorensen HE, Klinghoffer O. HETEK, chloride penetration into concrete: state of the Art: 21-35. Copenhagen: Danish Road Directorate; 1996.
2. Johannesson B.F. A theoretical model describing diffusion of a mixture of different types of ions on pore solution of concrete coupled to moisture transport. Cement Concr Res 33 4 (2003) 481-488
3. Saetta A.V., Scotta R.V., and Vitaliani R.V. Analysis of chloride diffusion into partially saturated concrete. ACI Mater J 90 5 (1993) 441-451
4. Boddy A., Bentz E., Thomas M.D.A., and Hooton R.D. An overview and sensitivity study of a multimechanistic chloride transport model. Cement Concr Res 29 6 (1999) 827-837
5. Martin-Perez B., Pantazopoulou S.J., and Thomas M.D.A. Numerical solution of mass transport equations in concrete structures. Comput Struct 79 13 (2001) 1251-1264
6. Ababneh A., Benboudjema F., and Xi Y. Chloride penetration in nonsaturated concrete. ASCE J Mater Civil Eng 15 2 (2003) 183-191
7. Roelfstra G., Hajdin R., Adey B., and Brühwiler E. Condition evolution in bridge management systems and corrosion-induced deterioration. ASCE J Bridge Eng 9 3 (2004) 268-277
8. Meijers S.J.H., Bijen J.M.J.M., de Borst R., and Fraaij A.L.A. Computational results of model for chloride ingress in concrete including convection, drying-wetting cycles and carbonation. Mater Struct 38 276 (2005) 145-154
9. Bamforth P.B. The derivation of input data for modelling chloride ingress from eight-year UK coastal exposure trials. Mag Concr Res 51 2 (1999) 87-96
10. Kassir M.K., and Ghosn M. Chloride-induced corrosion of reinforced concrete bridge decks. Cement Concr Res 32 1 (2002) 139-143
11. Maheswaran T., and Sanjayan J.G. A semi-closed-form solution for chloride diffusion in concrete with time-varying parameters. Mag Concr Res 56 6 (2004) 359-366
12. DuraCrete. Probabilistic performance based durability design of concrete structures. The European Union-Brite EuRam III; 2000.
13. Engelund S., and Sørensen J.D. A probabilistic model chloride-ingress and initiation of corrosion in reinforced concrete structures. Struct Safety 20 1 (1998) 69-89
14. Vu K.A.T., and Stewart M.G. Structural reliability of concrete bridges including improved chloride-induced corrosion models. Struct Safety 22 4 (2000) 313-333
15. Brühwiler E, Denarié E, Conciatori D. Simulation of the corrosion behaviour of concrete elements reinforced with high performance steel (Paper B3-3). In: Proceedings fib symposium concrete and environment, Berlin, Germany. Berlin: DBV-DAfStb-DIN [CD-ROM]; 2001.
16. Kong J.S., Ababneh A., Frangopol D., and Xi Y. Reliability analysis of chloride penetration in saturated concrete. Probab Eng Mech 17 3 (2002) 305-315
17. Xi Y., and Bazant Z.P. Modeling chloride penetration in saturated concrete. ASCE J Mater Civil Eng 11 1 (1999) 58-65
18. Imran Rafiq M, Chryssanthopoulos MK, Onoufriou T. 2003. Performance updating of concrete bridges through proactive health monitoring methods. Life-cycle performance of deteriorating structures. Reston, Virginia: ASCE; 2003. p. 156-64.
19. Stewart MG, Faber MH, Gehlen C. Temporal and spatial aspects of probabilistic corrosion models. Life-cycle performance of deteriorating structures. Reston, Virginia: ASCE; 2003. p. 183-93.
20. Frier C, Sørensen JD. Stochastic simulation of chloride ingress into reinforced concrete structures by means of multi-dimensional Gaussian random fields. In: Proceedings of the ninth international conference on structural safety and reliability, Rome, Italy: Rotterdam Millpress [CD-ROM]; 2005.
21. Bazant Z.P., and Najjar L.J. Nonlinear water diffusion in nonsaturated concrete. Materiaux et Constructions 5 25 (1972) 3-20
22. Page C.L., Short N.R., and El Tarras A. Diffusion of chloride ions in hardened cement paste. Cement Concr Res 11 3 (1981) 395-406
23. Saetta A.V., Schrefler B.A., and Vitaliani R.V. The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials. Cement Concr Res 23 4 (1993) 761-772
24. Brunauer S., Skalny J., and Bodor E.E. Adsorption in nonporous solids. J Colloid Interface Sci 30 4 (1969) 546-552
25. Xi Y., Bazant Z.P., and Jennings H.H. Moisture diffusion in cementitious materials: adsorption isotherms. Adv Cement Based Mater 1 6 (1994) 248-257
26. Xi Y., Bazant Z.P., Molina L., and Jennings H.H. Moisture diffusion in cementitious materials: moisture capacity and diffusivity. Adv Cement Based Mater 1 6 (1994) 258-266
27. Crank J. The mathematics of diffusion. 2nd ed (1975), Oxford University Press, Oxford
28. Tang L., and Nilsson L.O. Chloride binding capacity and binding isotherms of OPC pastes and mortars. Cement Concr Res 23 2 (1993) 247-253
29. Glass G.K., and Buenfeld N.R. The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete. Corrosion Sci 42 2 (2000) 329-344
30. Glass G.K., Hassanein N.M., and Buenfeld N.R. Neural network modelling of chloride binding. Mag Concr Res 49 181 (1997) 323-335
31. Han S.H. Influence of diffusion coefficient on chloride ion penetration of concrete structure. Construct Building Mater 21 2 (2007) 370-378
32. McGee R. Modelling of durability performance of Tasmanian bridges. In: Proceedings of the Eighth international conference on applications of statistics and probability, Sydney, Australia. Rotterdam: A.A. Balkema; 2000. p. 297-306 [1999].
33. CEB-FIP Model Code 1990. London: Thomas Telford Ltd.; 1993.
34. Val DV. Service-life performance of RC structures made with supplementary cementitious materials in chloride-contaminated environments. In: Proceedings of the international RILEM-JCI seminar on concrete durability and service life planning, Ein-Bokek, Israel, 2006. p. 363-73.