Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure
Tóm tắt
Từ khóa
Tài liệu tham khảo
ACI318. Building code requirements for structural concrete. Detroit, Michigan: ACI; 1999
ANSI/ASCE7-93. Minimum design loads for buildings and other structures. New York: ASCE; 1994
Almusallam, 2001, Effect of degree of corrosion on the properties of reinforcing steel bars, Constr. Build. Mater., 15, 361, 10.1016/S0950-0618(01)00009-5
AS3600. Concrete Structures, AS3600-2001. Sydney: Standards Association of Australia; 2001
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
BRITE/EURAM. The residual service life of reinforced concrete structures, Final Technical Report, Report No. BRUE-CT92-0591, 1995
Chalk, 1980, Probability models for design live loads, J. Struct. Div. ASCE, 106, 2017, 10.1061/JSDEAG.0005542
Darmawan, 2003, Spatial variability of pitting corrosion and its effect on the reliability of prestressing wires, 1, 541
Dhir, 1994, PFA concrete: chloride-induced reinforcement corrosion, Mag. Concrete Res., 46, 269, 10.1680/macr.1994.46.169.269
Ellingwood, 1977, Analysis of live loads in office buildings, J. Struct. Div. ASCE, 103, 1551, 10.1061/JSDEAG.0004693
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
Estes, 1999, Repair optimization of highway bridges using system reliability approach, J.Struct. Eng. ASCE, 125, 766, 10.1061/(ASCE)0733-9445(1999)125:7(766)
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
Gonzalez, 1995, Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement, Cement Concrete Res., 25, 257, 10.1016/0008-8846(95)00006-2
Hawn, 1977, Extreme value prediction of maximum pits on pipelines, Mater. Performance, 29
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)
Liu, 1998, Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures, ACI Mater. J., 95, 675
Middleton CR, Hogg V. Review of deterioration models used to predict corrosion in reinforced concrete structures, CUED/D – STRUCT/TR.173. Cambridge University, 1998
Park, 1997, Lifetime reliability model for steel girder bridges, 189
Philpot, 1993, Serviceability design in LRFD for wood, J. Struct. Eng. ASCE, 119, 3649, 10.1061/(ASCE)0733-9445(1993)119:12(3649)
Sarveswaran, 2000, Reliability assessment of deteriorating reinforced concrete beams, Proceedings of the Institution of Civil Engineers: Structures and Buildings, 140, 239, 10.1680/stbu.2000.140.3.239
Sheikh, 1990, Statistical modelling of pitting corrosion and pipeline reliability, Corrosion-NACE, 46, 190, 10.5006/1.3585090
Stewart, 1998, Structural safety and serviceability of concrete bridges subject to corrosion, J. Infrastruct. Syst. ASCE, 4, 146, 10.1061/(ASCE)1076-0342(1998)4:4(146)
Tuutti K. Corrosion of steel in concrete, Swedish Cement and Concrete Research Institute, Fo 4.82, Stockholm, 1982
Val, 1997, Reliability of deteriorating RC slab bridges, J. Struct. Eng. ASCE, 123, 1638, 10.1061/(ASCE)0733-9445(1997)123:12(1638)
Vu, 2000, Structural reliability of concrete bridges including improved chloride-induced corrosion models, Struct. Saf., 22, 313, 10.1016/S0167-4730(00)00018-7
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
Warner, 1998