Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure

Structural Safety

Volumn 26, Issue 4, 2004, Pages 453-470

  Stewart, Mark G ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Fragility analysis; Pitting corrosion; Reinforced concrete; Spatial variability; Structural reliability

Indexed keywords

BARS (METAL); BEAMS AND GIRDERS; BENDING STRENGTH; CORROSION; INCLUSIONS; PITTING; PROBABILITY; RANDOM PROCESSES; REINFORCED CONCRETE; STEEL;

FRAGILITY; REINFORCED CONCRETE (RC) BEAMS;

STRUCTURAL ANALYSIS;

REINFORCED CONCRETE;

EID: 3142668428     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2004.03.002     Document Type: Article

References (28)

1. ACI318. Building code requirements for structural concrete. Detroit, Michigan: ACI; 1999
2. ANSI/ASCE7-93. Minimum design loads for buildings and other structures. New York: ASCE; 1994
3. Almusallam A.A. Effect of degree of corrosion on the properties of reinforcing steel bars Constr. Build. Mater. 15 2001 361-368
4. AS3600. Concrete Structures, AS3600-2001. Sydney: Standards Association of Australia; 2001
5. Birbilis YYN, Sanjayan JG, Taplin G. Corrosion behaviour of loaded reinforced concrete beams housed in an environmental chamber, Corrosion and Prevention 02, 10-13 November, Adelaide, Australia (CD-ROM), 2002
6. BRITE/EURAM. The residual service life of reinforced concrete structures, Final Technical Report, Report No. BRUE-CT92-0591, 1995
7. Chalk P.L. Corotis R.B. Probability models for design live loads J. Struct. Div. ASCE 106 ST10 1980 2017-2033
8. Darmawan M.S. Stewart M.G. Spatial variability of pitting corrosion and its effect on the reliability of prestressing wires Der Kiureghain A. Madanat S. Pestana J.M. Nineth International Conference on Applications of Statistics and Probability in Civil Engineering 1 2003 541-548 Millpress Rotterdam
9. Dhir R.K. Jones M.R. McCarthy M.J. PFA concrete: Chloride-induced reinforcement corrosion Mag. Concrete Res. 46 169 1994 269-277
10. Ellingwood B.R. Culver C.G. Analysis of live loads in office buildings J. Struct. Div. ASCE 103 ST8 1977 1551-1560
11. Ellingwood B, Galambos TV, MacGregor JG, Cornell CA. Development of a Probability Based Load Criterion for American National Standard A58, National Bureau of Standards Special Publication 577. Washington DC: US Government Printing Office; 1980
12. Estes A.C. Frangopol D.M. Repair optimization of highway bridges using system reliability approach J.Struct. Eng. ASCE 125 7 1999 766-775
13. Faber MH, Rostam S. Durability and service life of concrete structures - the owners' perspective. In: Proceedings of the International Conference on Safety, Risk and Reliability - Trends in Engineering, IABSE, pp. 369-374, 2001
14. Gonzalez J.A. Andrade C. Alonso C. Feliu S. Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement Cement Concrete Res. 25 2 1995 257-264
15. Hawn D.E. Extreme value prediction of maximum pits on pipelines Mater. Performance March 1977 29-32
16. Lawanwisut W, Novak D, Teply B. Reliability Analysis of Reinforced Concrete Beams: Deterioration, Sensitivity and Spatial variability Aspects. In: Corotis RB, Schueller GI, Shinozuka M, editors. Proceedings of ICOSSAR'01 - Eighth International Conference on Structural Safety and Reliability. Rotterdam: A.A. Balkema; 2001 (CD-ROM)
17. Liu Y. Weyers R.E. Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures ACI Mater. J. 95 6 1998 675-681
18. Middleton CR, Hogg V. Review of deterioration models used to predict corrosion in reinforced concrete structures, CUED/D - STRUCT/TR.173. Cambridge University, 1998
19. Park C.-H. Nowak A.S. Lifetime reliability model for steel girder bridges Das P.C. Safety of Bridges 1997 189-202 Thomas Telford London
20. Philpot T.A. Rosowsky D.V. Fridley K.J. Serviceability design in LRFD for wood J. Struct. Eng. ASCE 119 12 1993 3649-3667
21. Sarveswaran V. Roberts M.B. Ward J.A. Reliability assessment of deteriorating reinforced concrete beams Proceedings of the Institution of Civil Engineers: Structures and Buildings 140 August 2000 239-247
22. Sheikh A.K. Boah J.K. Hansen D.A. Statistical modelling of pitting corrosion and pipeline reliability Corrosion-NACE 46 3 1990 190-197
23. Stewart M.G. Rosowsky D.V. Structural safety and serviceability of concrete bridges subject to corrosion J. Infrastruct. Syst. ASCE 4 4 1998 146-155
24. Tuutti K. Corrosion of steel in concrete, Swedish Cement and Concrete Research Institute, Fo 4.82, Stockholm, 1982
25. Val D.V. Melchers R.E. Reliability of deteriorating RC slab bridges J. Struct. Eng. ASCE 123 12 1997 1638-1644
26. Vu K.A.T. Stewart M.G. Structural reliability of concrete bridges including improved chloride-induced corrosion models Struct. Saf. 22 4 2000 313-333
27. Vu KAT, Stewart MG. Spatial variability of structural deterioration and service life prediction of reinforced concrete bridges. In: First International Conference on Bridge Maintenance, Safety and Management, IABMAS 2002, Barcelona, CD-ROM, 2002
28. Warner R.F. Rangan B. Hall A.S. Faulkes K.A. Concrete structures 1998 Longman Press Melbourne