B. Carbonatation-du, 35 2.1. Introduction, Les minéraux cimentaires, p.35

.. Le-dioxyde-de-carbone, 37 2.2.4. Facteurs influençant la vitesse de carbonatation 38 2.2.5. Conséquences de la carbonatation sur le béton, p.42

.. Scénarii-et-domaines-de-défaillance, 53 2.1.2. Fonction d'état limite, p.54

.. Propriétés-des-barres-d-'armatures, 63 3.2.1.1. Limite d'élasticité des armatures, ., p.68

B. Propriétés-du, 68 3.2.2.1. Résistance à la compression, ., p.74

.. Étude-paramétrique, 1. Effet de l'enrobage sur le temps d'initiation de la corrosion, p.99

A. Dégradation-des-bétons-dans-la-zone and ). Beyrouth, 128 5.3.1.1. Corrosion induite par les chlorures, p.131

.. Annexe-calcul-de and . Bastidas, Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes, pp.84-96, 2009.

. Bastidas, Caractérisation de l'aléa de la profondeur de l'enrobage de structures en béton armé : Étude de son influence sur la probabilité d'initiation de la corrosion induite par la pénétration des chlorures, 2010.

]. Z. Bazant, Physical model for steel corrosion in concrete sea structures? Application, Journal of Structural Division, vol.105, issue.6, pp.1155-1165, 1979.

]. L. Bertolini, B. Elsener, P. Pedeferri, and R. Polder, Corrosion of steel in concrete, 2004.

. Bier, Carbonation and realcalinisation of concrete and hydrated cement paste, Durability of construction materials, 1987.

. Biondini, Uncertainty effects on lifetime structural performance of cable-stayed bridges, Probabilistic Engineering Mechanics, vol.23, issue.4, pp.509-522, 2008.
DOI : 10.1016/j.probengmech.2008.01.008

. Bonnet, La durée de vie des ouvrages en béton armé situés sur la façade atlantique, MEDACHS -Interreg IIIB Atlantic Space -Project N°197, 2007.

. Breysse, Uncertainties in NDT condition assessment of corroding structures in marine environment, dans la conférence MEDACHS 08 : Construction heritage in coastal and marine environments. Damage, diagnostics, maintenance and rehabilitation, LNEC, 2008.

. Breysse, Accounting for variability and uncertainties in NDT condition assessment of corroded RC-structures, special issue: Durability and Maintenance in maritime environment, pp.573-591, 2009.
DOI : 10.1016/S0951-8320(01)00079-5
URL : https://hal.archives-ouvertes.fr/hal-01004973

. Ellingwood, Development of a Probability Based Load Criteria for American National Standard A58, NBS Special Publication No. National Bureau of Standards, vol.577, 1980.

. Engelund, Estimation of the time to initiation of corrosion in existing uncracked concrete structures ; Application of Statistics and Probability, ICASP8 Proceedings, pp.501-506, 1995.

. Enright, Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion, Engineering structures, pp.960-971, 1998.

. Enright, Survey and Evaluation of Damaged Concrete Bridges, Journal of Bridge Engineering, vol.5, issue.1, pp.31-38, 2000.
DOI : 10.1061/(ASCE)1084-0702(2000)5:1(31)

]. G. Gaal, Prediction of Deterioration of Concrete Bridges: Corrosion of Reinforcement due to Chloride Ingress and Carbonation, Thèse de l'Université technique de Delft (Pays-bas), 2004.

]. R. Gagné, GCI 714 -Durabilité et réparations du béton, 2008.

. Glass, The presentation of the chloride threshold level for corrosion of steel in concrete, Corrosion Science, vol.39, issue.5, pp.1001-1013, 1997.
DOI : 10.1016/S0010-938X(97)00009-7

. Gonzalez, Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement, Cement and Concrete Research, vol.25, issue.2, pp.257-264, 1995.
DOI : 10.1016/0008-8846(95)00006-2

]. D. Hausmann, Steel corrosion in concrete: how does it occur? Materials protection, pp.19-23, 1967.

. Ho, Carbonation of concrete and its prediction, Cement and Concrete Research, vol.17, issue.3, pp.489-504, 1987.
DOI : 10.1016/0008-8846(87)90012-3

. Hobbs, Minimum requirements for concrete to resist deterioration due to chloride induced corrosion, in: Minimum Requirements for Durable Concrete, British Cement Association, pp.43-89, 1998.

]. D. Hobbs, Aggregate influence on chloride ion diffusion into concrete, Cement and Concrete Research, vol.29, issue.12, pp.1995-1998, 1999.
DOI : 10.1016/S0008-8846(99)00188-X

. P. Hoffman, R. E. Hoffman, and . Weyers, Predicting critical chloride levels in concrete bridge decks, Structural safety and reliability, ICOSSAR'93 Proceedings, pp.957-959, 1994.

. Houst, Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste, Cement and Concrete Research, vol.24, issue.6, pp.1165-1176, 1994.
DOI : 10.1016/0008-8846(94)90040-X

. Houst, Depth profiles of carbonates formed during natural carbonation, Cement and Concrete Research, vol.32, issue.12, pp.1923-1930, 2002.
DOI : 10.1016/S0008-8846(02)00908-0

]. Y. Houst, Diffusion de gaz, carbonatation et retrait de la pâte de ciment durcie, Thèse N°1108 de l'Ecole Polytechnique Fédérale de Lausanne, 1992.

]. B. Huet, Comportement à la corrosion des armatures dans un béton carbonaté Influence de la chimie de la solution interstitielle et d'une barrière de transport, Thèse de doctorat à l'Institut Nationale des Sciences Appliquées de Lyon, 2005.

. Hunt, Reaction of blended Portland cement paste with carbon-dioxide, Journal of Research of the National Bureau of Standards ? A. Physics and Chemistry, vol.66, pp.473-481, 1962.

. Izquierdo, Potentiostatic determination of chloride threshold values for rebar depassivation, Electrochimica Acta, vol.49, issue.17-18, pp.17-18, 2004.
DOI : 10.1016/j.electacta.2004.01.034

. Kheir, Probabilistic Model Code, 2002.

. Khor, Probabilistic analysis of time-dependent deflections of RC flexural members, Computers & Structures, vol.79, issue.16, pp.1461-1472, 2001.
DOI : 10.1016/S0045-7949(01)00047-5

. Kirkpatrick, Impact of specification changes on chloride-induced corrosion service life of bridge decks, Cement and Concrete Research, vol.32, issue.8, pp.1189-1197, 2002.
DOI : 10.1016/S0008-8846(02)00760-3

. Kong, Reliability analysis of chloride penetration in saturated concrete, Probabilistic Engineering Mechanics, vol.17, issue.3, pp.305-315, 2002.
DOI : 10.1016/S0266-8920(02)00014-0

]. F. Lea, The Chemistry of Cement and Concrete, 1970.

. Leira, Statistical analysis of laboratory test data for service life prediction of concrete subjected to chloride ingress ; Application of Statistics and Probability, ICASP 9 Proceedings, pp.291-296, 2000.

. Lemaire, Fiabilité des structures, couplage mécano-fiabiliste statique ; Hermès Sciences publications, 2005.

. Meier, Dynamics of the internal reaction layer arising during carbonation of concrete, Chemical Engineering Science, vol.62, issue.4, pp.1125-1137, 2007.
DOI : 10.1016/j.ces.2006.11.014

]. R. Melchers, Structural Reliability: Analysis and Prediction, 1999.

. Middleton, Review of deterioration models used to predict corrosion in reinforced concrete structures, 1998.

. Mirza, Variations in Dimensions of Reinforced Concrete Members, Journal of the Structural Division, vol.105, issue.4, pp.751-766, 1979.

. Mirza, Variability of mechanical properties of reinforcing bars, Journal of the Structural Division, vol.105, issue.5, pp.921-937, 1979.

. Mirza, Statistical descriptions of strength of concrete, Journal of the Structural Division, vol.105, issue.6, pp.1021-1037, 1979.

. Molina, Cover cracking as a function of rebar corrosion: Part 2???Numerical model, Materials and Structures, vol.6, issue.9, pp.532-548, 1993.
DOI : 10.1007/BF02472864

]. S. Morinaga, Prediction of service lives of reinforced concrete buildings based on rate of corrosion of reinforcing steel, 1988.

. Ngala, EFFECTS OF CARBONATION ON PORE STRUCTURE AND DIFFUSIONAL PROPERTIES OF HYDRATED CEMENT PASTES, Cement and Concrete Research, vol.27, issue.7, pp.995-1007, 1997.
DOI : 10.1016/S0008-8846(97)00102-6

]. P. Nischer, The Quality of the Concrete Texture, Betonwerk + Fertigteil- Technik, pp.683-696, 1986.

. Nowak, Reliability of structures, 2000.

. Nowak, Reliability-based calibration for structural concrete, 2005.

]. L. Östlund, Reliability of concrete structures-Final Report of Permanent Commission I: An Estimation of ?-Values ?An application of a probabilistic method, CEB bulletin d'information, pp.38-97, 1991.

. Page, Diffusion of chloride ions in hardened cement pastes, Cement and Concrete Research, vol.11, issue.3, pp.395-406, 1981.
DOI : 10.1016/0008-8846(81)90111-3

. Papadakis, A reaction engineering approach to the problem of concrete carbonation, AIChE Journal, vol.35, issue.10, pp.1639-1650, 1989.
DOI : 10.1002/aic.690351008

. Papadakis, Experimental investigation and mathematical modeling of the concrete carbonation problem, Chemical Engineering Science, vol.46, issue.5-6, pp.5-6, 1991.
DOI : 10.1016/0009-2509(91)85060-B

. Papadakis, Physical and chemical characteristics affecting the durability of concrete, ACI Materials Journal, vol.88, issue.2, pp.186-196, 1991.

]. F. Paradis, V. Lapointe, S. Fellah, M. Jolin, and J. Marchand, Avancement des travaux sur l'étude de la corrosion des armatures à l'université Laval, Septième édition des Journées scientifiques du Regroupement francophone pour la recherche et la formation sur le béton, 2006.

]. D. Park, Carbonation of concrete in relation to CO2 permeability and degradation of coatings, Construction and Building Materials, vol.22, issue.11, pp.2260-2268, 2008.
DOI : 10.1016/j.conbuildmat.2007.07.032

]. S. Pihlajavaara, Some results of the effect of carbonation on the porosity and pore size distribution of cement paste, Mat??riaux et Constructions, vol.31, issue.6, pp.521-527, 1968.
DOI : 10.1007/BF02473640

]. T. Powers, A hypothesis on carbonation shrinkage, Journal of the Portland Cement Association Research & Development Laboratories, vol.4, issue.2, pp.40-50, 1962.

. Stewart, Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures, Engineering Structures, vol.29, issue.7, pp.1457-1464, 2007.
DOI : 10.1016/j.engstruct.2006.09.004

. Stewart, Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis, Reliability Engineering & System Safety, vol.93, issue.3, pp.373-382, 2008.
DOI : 10.1016/j.ress.2006.12.013

]. M. Stewart, Workmanship and its Influence on Probabilistic Models of Concrete Compressive Strength, ACI Materials Journal (American Concrete Institute), vol.9, issue.4, pp.361-372, 1995.

]. M. Stewart, Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure, Structural Safety, vol.26, issue.4, pp.453-470, 2004.
DOI : 10.1016/j.strusafe.2004.03.002

. Stumm, Aquatic Chemistry, 1981.

. Sudret, Time-variant finite element reliability analysis ? application to the durability of cooling towers, Structural Safety, pp.93-112, 2003.

]. B. Sudret, Probabilistic models for the extent of damage in degrading reinforced concrete structures, Reliability Engineering & System Safety, vol.93, issue.3, pp.410-422, 2008.
DOI : 10.1016/j.ress.2006.12.019

. Suo, Corrosion cracking prediction updating of deteriorating RC structures using inspection information, Reliability Engineering & System Safety, vol.94, issue.8, pp.1340-1348, 2009.
DOI : 10.1016/j.ress.2009.02.011

. Swenson, Some ageing characteristics of lime, Journal of Applied Chemistry, vol.30, issue.7, pp.198-202, 1967.
DOI : 10.1002/jctb.5010170704

]. M. Thiery, Modélisation de la carbonatation atmosphérique des matériaux cimentaires Prise en compte des effets cinétiques et des modifications microstructurales et hydriques, Thèse de doctorat de l'Ecole Nationale des Ponts et Chaussées, 2005.

. Treadway, DURABILITY OF CORROSION RESISTING STEELS IN CONCRETE., Proceedings of the Institution of Civil Engineers Part1, pp.305-331, 1989.
DOI : 10.1680/iicep.1989.1628

. Trejo, Accelerated chloride threshold testing: Part I - ASTM A 615 and A 706 reinforcement, ACI Materials Journal, vol.100, issue.6, pp.519-527, 2003.

. Tsukayama, Long-term experiments on the neutralization of concrete mixed with fly ash and the corrosion of reinforcement, 7 e Congrès international de la chimie des ciments, pp.30-35, 1980.

]. K. Tuutti, Corrosion of steel in concrete, Swedish Cement and Concrete Research Institute, Fo 4, 1982.

. Uji, Formulation of an equation for surface chloride content of concrete due to permeation of chloride, Corrosion of reinforcement in concrete, pp.268-277, 1990.

. Val, Reliability of Deteriorating RC Slab Bridges, Journal of Structural Engineering, vol.123, issue.12, pp.1638-1644, 1997.
DOI : 10.1061/(ASCE)0733-9445(1997)123:12(1638)

. Val, Life-cycle analysis of reinforced concrete structures in marine environments, Structural safety, pp.343-362, 2003.

. Val, Probabilistic evaluation of initiation time of chloride-induced corrosion, Reliability Engineering & System Safety, vol.93, issue.3, pp.364-372, 2008.
DOI : 10.1016/j.ress.2006.12.010

. Vu, Structural reliability of concrete bridges including improved chloride-induced corrosion models, Structural Safety, pp.313-333, 2000.

]. K. Vu, Corrosion-induced cracking and spatial time-dependent reliability analysis of reinforced concrete structures, 2003.

]. E. Wallbank, The performance of concrete in bridges: a survey of 200 highway bridges, 1989.

]. R. Weyer and . Weyers, Service life model for concrete structures in chloride laden environments, ACI Material Journal, vol.95, issue.4, pp.445-453, 1998.

. Weyers, Concrete Bridge Protection, Repair, and Rehabilitation Relative to Reinforcement Corrosion: A Methods Application Manual ; Strategic Highway Research Program, 1993.

. Weyers, Concrete bridge protection and rehabilitation: chemical and physical techniques, service life estimate, 1994.

. Yoon, Effect of global climatic change on carbonation progress of concrete, Atmospheric Environment, vol.41, issue.34, pp.7274-7285, 2007.
DOI : 10.1016/j.atmosenv.2007.05.028