Abstract
In the case of a radioactive waste disposal, concrete containment structures must be studied over extended periods during which it is necessary to account for a possible degradation by calcium leaching due to on-site water. This phenomenon affects the microstructure of concrete and then is coupled with the mechanical behaviour of concrete. The effect of leaching on the static behaviour and then the possible influence of cracks on leaching will be considered. But there is also a possible coupling due to tertiary creep. In this case, failure occurs eventually. And finally, a probabilistic approach is used with the leaching and tertiary creep models to evaluate the lifetime of a concrete structure subjected to chemical and mechanical loading.
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Adenot F (1992) Durabilité du béton: caractérisation et modélisation des processus physiques et chimiques de dégradation du ciment, PhD thesis, Université d’Orléans (in French)
Gérard B (1996) Contribution des couplages mécaniques-chimie-transfert dans la tenue à long terme des ouvrages de stockage de déchets radioactifs, PhD thesis, ENS Cachan (in French)
Ulm FJ, Torrenti JM, Adenot F (1999) Chemoporoplasticity of calcium leaching in concrete. J Eng Mech 125(10):1200–1211
Bernard F, Kamali-Bernard S, Prince W (2008) 3D multi-scale modelling of mechanical behaviour of sound and leached mortar. Cement Concr Res 38:449–458
Carde C, Francois R, Torrenti JM (1996) Leaching of both calcium hydroxyde and CSH from cement paste: modeling the mechanical behavior. Cement and concrete research 26(8):1257–1268
Huang B, Qian C (2011) Experiment study of chemo-mechanical coupling behavior of leached concrete. Constr Build Mater 25:2649–2654
Nguyen VH, Colina H, Torrenti JM, Boulay C, Nedjar B (2007) Chemomechanical coupling behaviour of leached concrete. Part 1: experimental results. Nucl Eng Des 237:2083–2089
Richet C, Galle C, Le Bescop P, Peycelon H, Bejaoui S, Tovena I, Pointeau I, L’Hostis V, Lovera P (2004) Synthèse des connaissances sur le comportement à long terme des bétons – Application aux colis cimentés, rapport CEA-R-6050, 2004 (in French)
Mainguy M, Ulm FJ, Heukamp FH (2001) Similarity properties of demineralization and degradation of cracked porous materials. Int J Solid Struct 38:7079–7170
Rougelot T (2008) Etude expérimentale multi-échelles des couplages hydriques, mécaniques et chimiques dans les matériaux cimentaires, PhD thesis, Université de Lille (in French)
Rougelot T, Burlion N, Bernard D, Skoczylas F (2010) About microcracking due to leaching in cementitious composites: X-ray microtomography description and numerical approach. Cement and concrete research 40(2):271–283
Chen JJ, Thomas JJ, Jennings HM (2006) Decalcification shrinkage of cement paste. Cement Cement and concrete research 36:801–809
Rüsch H (1960) Researches toward a general flexural theory for structural concrete. ACI J 32(1):1–28
Li Z (1994) Effective creep Poisson’s ratio for damages concrete. Int J Fract 66:189–196
Roll R (1964) Long time creep-recovery of highly stressed concrete cylinders, ACI SP-9, Symposium on creep, Portland Cement Association, Detroit, pp 115–128
Smadi MM, Slate FO, Nilsson AH (1987) Shrinkage and creep of high, medium and low strength concrete, including overloads. ACI Mater J 84(3):224–234
Reinhardt H-W, Rinder T (2006) Tensile creep of high-strength concrete. J Adv Concr Technol 4(2):277–283
Reviron N (2009) Etude du fluage des bétons en traction. Application aux enceintes de confinement des centrales nucléaires à eau sous pression, PhD thesis, ENS de Cachan (in French)
Carpinteri A, Valente S, Zhou FP, Ferrara G, Melchiorri G (1997) Tensile and flexural creep rupture tests on partially damaged concrete specimens. Mater Struct 30:269–276
Denarié E, Cécot C, Huet C (2006) Characterization of creep and crack growth interactions in the fracture behavior of concrete. Cement and concrete research 36:571–575
Briffaut M, Benboudjema F, Nahas G, Torrenti JM (2011) Numerical analysis of the thermal active restrained shrinkage ring test to study the early age behavior of massive concrete structures. Eng Struct 33(4):1390–1401. doi:10.1016/j.engstruct.2010.12.044
Smadi MM, Slate FO (1989) Microcracking of high and normal strength concretes under short and long term loadings. ACI Mater J 86(2):117–127
Rossi P, Godart N, Robert JL, Gervais JP, Bruhat D (1994) Investigation of the basic creep of concrete by acoustic emission. Mater Struct 27(9):510–514
Bazant ZP, Xiang Y (1997) Crack growth and life time of concrete under long time loading. J Eng Mech 123(4):350–358
Berthollet A, Georgin JF, Reynouard JM (2004) Fluage tertiaire du béton en traction. Revue européenne de Génie Civil 8(2–3):235–260
Challamel N, Lanos C, Casandjian C (2005) Creep damage modelling for quasi-brittle materials. Eur J Mech Solid 24:593–613
Sellier A, Multon S, Buffo-Lacarrière L (2011) Non linear creep modelling, LMDC report no. 03-201
Mazotti C, Savoia M (2003) Non linear creep damage model for concrete under uniaxial compression. J Eng Mech 129(9):1065–1074
Bazant ZP, Prasannan S (1989) Solidification theory for concrete creep. I. Formulation. J Eng Mech 115(8):1691–1703
Mazars J (1986) A description of micro and macroscale damage of concrete. Eng Fract Mech 25:729–737
Omar M, Pijaudier-Cabot G, Loukili A (2004) Etude comparative du couplage endommagement – fluage. Revue Française de Génie Civil 8:457–482
Brooks JJ (2005) 30-year creep and shrinkage of concrete. Mag Concr Res 57(9):545–556
Illston JM (1965) The components of strains in concrete under sustained compressive stress. Mag Concr Res 17(50):21–28
Benboudjema F, Meftah F, Torrenti JM (2005) Interaction between drying, shrinkage, creep and cracking phenomena in concrete. Eng Struct 27:239–250
Benboudjema F, Torrenti JM (2008) Early age behaviour of concrete nuclear containments. Nucl Eng Des 238(10):2495–2506
Buil M, Revertégat E, Oliver J (1992) A model of the attack of pure water or undersaturated lime solutions on cement, vol 2nd. American Society for Testing and Materials, Philadelphia, PA, pp 227–241
Bangert F, Kuhl D, Meschke G (2001) Finite element simulation of chemo-mechanical damage under cyclic loading conditions. In: de Borst R, Mazars J, Pijaudier-Cabot G, van Mier J (eds) Fracture mechanics of concrete structures, vol 1. Balkema, Rotterdam, pp 145–152
Saetta A, Scotta R, Vitaliani R (1998) Mechanical behavior of concrete under physical-chemical attacks. J Eng Mech (ASCE) 124:1100–1109
Torrenti JM, Nguyen VH, Colina H, Le Maou F, Benboudjema F, Deleruyelle F (2008) Coupling between leaching and creep of concrete. Cement Concr Res 38(6):816–821
Gérard B, Pijaudier-Cabot G, Laborderie C (1998) Coupled diffusion-damage modelling and the implications on failure due to strain localization. Int J Solid Struct 35(31–32):4107–4120
Kuhl D, Bangert F, Meschke G (2003) Coupled chemo-mechanical deterioration of cementitious materials - Part 1: modeling. Int J Solid Struct 41:15–40
Kuhl D, Bangert F, Meschke G (2003) Coupled chemo-mechanical deterioration of cementitious materials – Part 2: numerical method and simulation. Int J Solid Struct 41:41–67
Sellier A, Buffo-Lacarrière L, El Gonnouni M, Bourbon X (2010) Behavior of HPC nuclear waste disposal structures in leaching environment. Nucl Eng Des. doi:10.1016/j.nucengdes.2010.11.002
de Larrard T, Benboudjema F, Colliat JB, Torrenti JM, Deleruyelle F (2010) Uncertainty propagation on damage evolution of a concrete structure submitted to coupled leaching and creep. EJECE 14(6–7):891–921
McKay MD, Conover WJ, Beckman RJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21:239–245
Kirkpatric S, Gelatt CD, Vecchi MP (1983) Optimization by simulated annealing. Science 220(4598):671–680
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The authors thank Patrick Le Bescop for his help concerning the reference on experiments at CEA.
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Torrenti, J.M., de Larrard, T., Benboudjema, F. (2013). Coupling Between Leaching and Mechanical Behaviour of Concrete. In: Bart, F., Cau-di-Coumes, C., Frizon, F., Lorente, S. (eds) Cement-Based Materials for Nuclear Waste Storage. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-3445-0_7
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DOI: https://doi.org/10.1007/978-1-4614-3445-0_7
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