Abstract
Reinforced concrete (RC) structures subjected to aggressive environmental exposure conditions are traditionally designed to satisfy safety, serviceability, durability and aesthetics requirements throughout their operational design service life. This is usually established using time-dependent mathematical models, developed through performance-based methodologies in guidelines and European and national standards. However, at present, in most cases, prescriptive methodologies are used. The objective of this paper is to compare, as regards chloride induced corrosion, defined target periods of service life according to a prescriptive methodology with service life results of a performance-based methodology. In the laboratory concrete specimens were manufactured having compositions according to a prescriptive specification. These specimens were tested in order to determine their performance properties (strength, chloride diffusion and capillary absorption). Test results were included in the mathematical models of the performance-based specifications. The classic safety factor and recent probabilistic approaches have been used to estimate the service life of each composition being compared to the target periods defined in the prescriptive specification. Numerical calculations show that the results of the Partial Safety Factor and a full probabilistic approach are distinctly different and consequently their convergence still needs to be improved, due to the complexity of the process of chloride penetration into the concrete, not only the model but also the input values. When compared to performance-based approaches it would be expected that the prescriptive methodology would be more conservative due to its less quantified information on concrete and environment properties, though in this study this was not always true.
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References
EN 1990—Eurocode 0 (2002) Bases of structural design. CEN, Brussels
EN 1992-1-1—Eurocode 2 (2004) Design of concrete structures. Part 1-1: general rules and rules for buildings. CEN, Brussels
CEB-FIP (1993) Model Code 1990. T. Thelford, London
DuraCrete (2000) Probabilistic performance based durability design of concrete structures. The European Union—Brite EuRam III, DuraCrete, Final Technical Report of DuraCrete project, Document BE95-1347/R17, CUR, Gouda, Nederland
fib (2006) Bulletin 34. Model code for service life design. Lausanne, Switzerland
RILEM (1996) Report 14—durability design of concrete structures. E&FN Spon Press, London
Folić R (2009) Durability design of concrete structures—part 1: analysis fundamentals. Sci J Facta Univ Ser Arch Civ Eng 7(1):1–18. doi:10.2298/FUACE0901001F
Mays G (2001) Durability of concrete structures: investigation repair protection. E&FN Spon Press, London
ICDCS (2008) Advances in concrete structural durability proc int conf on durability of concrete structures. Zhejiang University Press, Hangzhou, China November 2008
RILEM (2009) Concrete durability and service life planning. In: Kovler (ed) Proceedings of 2nd international RILEM workshop concrete life’09, Haifa, Israel, September 2009
Costa A, Appleton J (2002) Case studies of concrete deterioration in a marine environment in Portugal. Cem Concr Comp 24(1):169–179
Costa A, Appleton J (1998) Inspecção e Reabilitação de 4 Pontes Cais. Jornadas Portuguesas de Engenharia de Estruturas, LNEC, Lisboa
REBA (1967) Regulamento de Estruturas de Betão Armado. Decreto no 47723 de 20 de Maio
REBAP (1983) Regulamento de Estruturas de Betão Armado e Pré-esforçado. Decreto-Lei no 349-C/83 de 30 de Julho
Mitchell D, Frohnsdorff G (2004) Service-life modelling and design of concrete structures for durability. Concr Int 26(12):57–63
Maekawa K, Ishida T, Chijiwa N (2007) Computational life-cycle assessment of structural concrete subjected to coupled severe environment and mechanistic actions. In: Proc CONSEC’07, Tours, France, June 2007, 3–18
Gjorv OE (2009) Durability design of concrete structures in severe environments. E&FN Spon Press, London
NP EN 206-1 (2005) Concrete—part 1: specification, performance, production and conformity. IPQ, Lisbon
LNEC E464 (2007) Concrete. Prescriptive methodology for a design working life of 50 and 100 years. LNEC, Lisbon
LNEC E465 (2007) Concrete. Methodology for estimating the concrete performance properties allowing to comply with the design working life of the reinforced or pre-stressed concrete structures under environmental exposures XC and XS. LNEC, Lisbon
Tuutti K (1982) Corrosion of steel in concrete. CBI research report no 4.82. Swedish Cement and Concrete Research Institute, Stockholm, Sweden
Andrade C, Alonso C, Molina FJ (1993) Cover cracking as a function of bar corrosion: part 1–experimental test. Mater Struct 26:453–464. doi:10.1007/BF02472805
Costa AJS (1997) Durabilidade de Estruturas de Betão Armado em Ambiente Marítimo. PhD Thesis, Technical University of Lisbon, Instituto Superior Técnico, Lisbon
Coppola L, Fratesi R, Monosi S, Zaffaroni P, Collepardi M (1996) Corrosion of reinforced concrete in sea water submerged structures. In: Proceedings of 3rd international conference on performances of concrete in marine environment, New Brunswick, Canada, August 1996, pp 127–160
Nürnberger U, Sawade G, Isecke B (2007) Degradation of pre-stressed concrete. In: Page CL&MM (ed) Durability of Concrete and Cement Composites, Woodhead Publishing, Abington Hall, pp 187–246
NP ENV 13670-1 (2007) Execution of concrete structures. Part 1: general rules. IPQ, Lisbon
Narasimhan H, Chew MYL (2009) Integration of durability with structural design: an optimal life cycle cost based design procedure for reinforced concrete structures. Constr Build Mater 23(2):918–929. doi:10.1016/j.conbuildmat.2008.04.016
Baroghel-Bouny V, Nguyen TQ, Dangla P (2009) Assessment and prediction of RC structure service life by means of durability indicators and physical/chemical models. Cem Concr Comp 31:522–534. doi:10.1016/j.cemconcomp.2009.01.009
Thiery M, Villain G, Baroghel-Bouny V, Dangla P (2006) Modelling of concrete carbonation based on coupled mass transport and chemical reactions. In: Proceedings international RILEM workshop on performance-based evaluation and indicators for concrete durability, Madrid, Spain, March 2006
Aït Mokhtar K, Loche J-M, Friedmann H, Amiri O, Ammar A (2007) Steel corrosion in reinforced concrete. In: Report no. 2-2—concrete in marine environment. MEDACHS—Interreg IIIB Atlantic Space—Project no 197. Marine environment damage to Atlantic coast historical and transport works or structures: methods of diagnosis, repair and of maintenance
NT Build 492 (1999) Concrete, mortar and cement based repair materials: chloride migration from non-steady state migration experiments. Nordtest, Espoo
Bentur A, Berke N, Diamond S (1998) Steel corrosion in concrete: fundamentals and civil engineering practice. E&FN Spon Press, London
Rodriguez J, Andrade C (1990) Load bearing capacity loss in corroding structures. In: Proceedings of ACI convention, Toronto
Andrade C, Alonso C, Rodriguez J, Casal J, Diez JM (1995) Relation between corrosion and cracking. Internal report of Brite/Euram project BE-4062. DG XII. C.E.C
Val DV, Trapper PA (2008) Probabilistic evaluation of initiation time of chloride-induced corrosion. Reliab Eng Syst Saf 93:364–372. doi:10.1016/j.ress.2006.12.010
Ferreira RM (2004) probability based durability analysis of concrete structures in marine environment. PhD Thesis, University of Minho, School of Engineering, Guimarães, Portugal
fib (2010) Bulletins 55 and 56. Model code 2010—first complete draft, vol 1 and 2. Lausanne, Switzerland
Lindvall A (2003) Environmental actions on concrete exposed to marine and road environments and its response. PhD Thesis, Chalmers University of Technology, Göteborg, Sweden
NP EN 12390-3 (2003) Testing hardened concrete—parte 3: compressive strength test. IPQ, Lisbon
LNEC E393 (1993) Concrete. Capillary absorption of water. LNEC, Lisbon
NP EN 197-1 (2005) Cement. Composition, specification and conformity criteria. IPQ, Lisbon
NP EN 1504-3 (2006) Products and systems for the protection and repair of concrete structures. Definitions, requirements, quality control and evaluation of conformity. Structural and non-structural repair. IPQ, Lisbon
Glass and Buenfeld (1997) The presentation of the chloride threshold level for corrosion of steel in concrete. Corros Sci 39(5):1001–1013
Manera M (2008) Chloride threshold for rebar corrosion in concrete with addition of silica fume. Corros Sci 50(2):554–560
Bijen J (2003) Durability of engineering structures. Woodhead Publishing, Cambridge
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Marques, P.F., Costa, A. & Lanata, F. Service life of RC structures: chloride induced corrosion: prescriptive versus performance-based methodologies. Mater Struct 45, 277–296 (2012). https://doi.org/10.1617/s11527-011-9765-2
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DOI: https://doi.org/10.1617/s11527-011-9765-2