Literature review of modelling approaches for ASR in concrete: a new perspective

References

• Alnaggar, M., Cusatis, G., & Di Luzio, G. (2013). Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures. Cement and Concrete Composites, 41, 45–59.
   Web of Science ®Google Scholar
• Alnaggar, M., Di Luzio, G., & Cusatis, G. (2017). Modeling time-dependent behavior of concrete affected by alkali silica reaction in variable environmental conditions. Materials, 10, 417.
   Web of Science ®Google Scholar
• Anaç, C., Schlangen, E., & Çopuroğlu, O. (2012). Lattice model implementation on alkali silica reaction gel expansion in a reacted concrete medium. In The 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR-3), Cape Town, South Africa.
   Google Scholar
• Bangert, F., Kuhl, D., & Meschke, G. (2004). Chemo-hygro-mechanical modelling and numerical simulation of concrete deterioration caused by alkali-silica reaction. International Journal for Numerical and Analytical Methods in Geomechanics, 28, 689–714.
   Web of Science ®Google Scholar
• Bažant, Z., & Rahimi-Aghdam, S. (2016). Diffusion-controlled and creep-mitigated ASR damage via microplane model. I: Mass concrete. ASCE Journal of Engineering Mechanics, 143(2), 04016108.
   Web of Science ®Google Scholar
• Bažant, Z., & Steffens, A. (2000). Mathematical model for kinetics of alkali-silica reaction in concrete. Cement and Concrete Research, 30, 419–428.
   Web of Science ®Google Scholar
• Bažant, Z., Zi, G., & Meyer, C. (2000). Fracture mechanics of ASR in concretes with waste glass particles of different sizes. ASCE Journal of Engineering Mechanics, 126, 226–232.
   Web of Science ®Google Scholar
• Berra, M., Faggiani, G., Mangialardi, T., & Paolini, A. (2010). Influence of stress restraint on the expansive behaviour of concrete affected by alkali-silica reaction. Cement and Concrete Research, 40, 1403–1409.
   Web of Science ®Google Scholar
• Capra, B., & Bournazel, J.-P. (1998). Modeling of induced mechanical effects of alkali-aggregate reactions. Cement and Concrete Research, 28, 251–260.
   Web of Science ®Google Scholar
• Capra, B., & Sellier, A. (2003). Orthotropic modelling of alkali-aggregate reaction in concrete structures: Numerical simulations. Mechanics of Materials, 35(8), 817–830.
   Web of Science ®Google Scholar
• Charlwood, R. (1994). A review of alkali aggregate in hydro-electric plants and dams. Hydropower Dams, 5, 31–62.
   Google Scholar
• Charpin, L. (2013). Modèle micromécanique pour l’étude de l’anisotropie de la réaction alcali-silice (PhD thesis). Université Paris-Est, Paris, France.
   Google Scholar
• Charpin, L., & Ehrlacher, A. (2014). Microporomechanics study of anisotropy of ASR under loading. Cement and Concrete Research, 63, 143–157.
   Web of Science ®Google Scholar
• Comby-Peyrot, I., Bernard, F., Bouchard, P.-O., Bay, F., & Garcia-Diaz, E. (2009). Development and validation of a 3D computational tool to describe concrete behaviour at mesoscale. Application to the alkali-silica reaction. Computational Materials Science, 46, 1163–1177.
   Web of Science ®Google Scholar
• Comi, C., Fedele, R., & Perego, U. (2009). A chemo-thermo-damage model for the analysis of concrete dams affected by alkali-silica reaction. Mechanics of Materials, 41, 210–230.
   Web of Science ®Google Scholar
• Çopuroğlu, O., & Schlangen, E. (2007). Modelling of effect of ASR on concrete microstructure. Key Engineering Materials, 348, 809–812.
   Google Scholar
• Cusatis, G., Mencarelli, A., Pelessone, D., & Baylot, J. (2011). Lattice discrete particle model (LDPM) for failure behavior of concrete. ii: Calibration and validation. Cement and Concrete Composites, 33, 891–905.
   Web of Science ®Google Scholar
• Dormieux, L., Lemarchand, E., Kondo, D., & Fairbairn, E. (2004). Elements of poro-micromechanics applied to concrete. Materials and Structures, 37, 31–42.
   Web of Science ®Google Scholar
• Dunant, C., & Scrivener, K. (2010). Micro-mechanical modelling of alkali-silica-reaction induced degradation using the AMIE framework. Cement and Concrete Research, 40, 517–525. Special Issue: ICAAR 13, Trondheim, Norway, June 16-20, 2008.
   Web of Science ®Google Scholar
• Esposito, R. (2016). The deteriorating impact of alkali-silica reaction on concrete expansion and mechanical properties (PhD thesis). Delft University of Technology, Delft, The Netherlands.
   Google Scholar
• Esposito, R., & Hendriks, M. (2012). Degradation of the mechanical properties in ASR-affected concrete: Overview and modeling. In Numerical Modeling Strategies for Sustainable Concrete Structures (SSCS 2012), Aix-en-Provence, France.
   Google Scholar
• Esposito, R., & Hendriks, M. A. (2016). A multiscale micromechanical approach to model the deteriorating impact of alkali-silica reaction on concrete. Cement and Concrete Composites, 70, 139–152.
   Web of Science ®Google Scholar
• Fairbairn, E., Ribero, F., Toledo-Filho, R., Lopes, L., & Silvoso, M. (2004). Smeared cracking FEM simulation of alkali silica expansion using a new macroscopic coupled model. In The 12th International Conference on Alkali-Aggregate Reaction (ICAAR), Beijing, China.
   Google Scholar
• Farage, M., Alves, J., & Fairbairn, E. (2004). Macroscopic model of concrete subjected to alkali-aggregate reaction. Cement and Concrete Research, 34, 495–505.
   Web of Science ®Google Scholar
• Giorla, A. (2013). Modelling of alkali-silica reaction under multi-axial load (PhD thesis). École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.
   Google Scholar
• Giorla, A., Scrivener, K., & Dunant, C. (2015). Influence of visco-elasticity on the stress development induced by alkali-silica reaction. Cement and Concrete Research, 70, April, 1–8.
   Web of Science ®Google Scholar
• Grimal, E., Sellier, A., Le Pape, Y., & Bourdarot, E. (2008a). Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling mechanism-Part I: A constitutive model. ACI Materials Journal, 105, 227–235.
   Web of Science ®Google Scholar
• Grimal, E., Sellier, A., Le Pape, Y., & Bourdarot, E. (2008b). Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling-Part II: Identifications of model parameters and applications. ACI Materials Journal, 105, 236–242.
   Web of Science ®Google Scholar
• ISE. (1992). Structural effects of alkali-silica reaction. Technical guidance on the appraisal of existing structures. London: SETO Ltd.
   Google Scholar
• Kim, T., & Olek, J. (2014). Chemical sequence and kinetics of alkali-silica reaction part ii. A thermodynamic model. Journal of American Ceramic Society, 97, 2204–2212.
   Web of Science ®Google Scholar
• Larive, C. (1998). Apports combin\’{e}s de l exp\’{e}rimentation et de la mod\’{e}lesllisation á la compreh\’{e}nsion de l’alcali-r\’{e}action et de ses effets m\’{e}caniques (PhD thesis). Encole Nationale des Ponts et Chauss\’{e}es, Paris, France.
   Google Scholar
• Léger, P., Côté, P., & Tinawi, R. (1996). Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams. Computers & Structures, 60, 601–611.
   Web of Science ®Google Scholar
• Lemarchand, E. (2001). Contribution de la Micromécanique à l’étude des phénomènes de transport et de couplage poromécanique dans les milieux poreux: Application aux phénomènes de gonflement des géomatériaux (PhD thesis). Ecole des Ponts Paris Tech, Paris, France.
   Google Scholar
• Lemarchand, E., Dormieux, L., & Kondo, D. (2003). A micromechanical analysis of the observed kinetics of ASR-induced swelling in concrete. In N. Bicanic, R. De Borst, H. Mang, & G. Meschke (Eds.), Computational Modelling of Concrete Structures (EURO-C) (pp. 483–490). St. Johann im Pongau, Austia: A A Balkema Publisher, Rotterdam.
   Google Scholar
• Lemarchand, E., Dormieux, L., & Ulm, F.-J. (2005). Micromechanics investigation of expansive reactions in chemoelastic concrete. Philosophical Transactions of the Royal Society A: Mathematical Physical and Engineering Sciences, 363, 2581–2602.
   PubMed Web of Science ®Google Scholar
• Li, K., & Coussy, O. (2002). Concrete ASR degradation: From material modelling to structure assessment. Concrete Science Engineering, 4, 35–46.
   Google Scholar
• Li, K., & Coussy, O. (2004). Numerical assessment and prediction method for chemo-mechanical deterioration of ASR-affected strucures. Canadian Journal of Civil Engineering, 31, 432–439.
   Web of Science ®Google Scholar
• Liuaudat, J., López, C., & Carol, I. (2014). Diffusion-reaction model for ASR: Formulation and 1D numerical implementation. In N. Bićanić, H. Mang, G. Meschke, & R. de Borst (Eds.), Computational Modelling of Concrete Structures (EURO-C). St Anton am Alberg: CRC Press, Taylor & Francis Group.
   Google Scholar
• Malla, S., & Wieland, M. (1999). Analysis of an arch-gravity dam with a horizontal crack. Computers & Structures, 72, 267–278.
   Web of Science ®Google Scholar
• Multon, S. (2004). Evaluation expèrimental et thèorique des effets mècaniques de l’alcali-rèaction sur des structures modéles (PhD thesis). Universitè de Marne-la-Vallèe (in collaboration with LCPC-EDF), Champs sur Marne, France.
   Google Scholar
• Multon, S., & Sellier, A. (2016). Multi-scale analysis of alkali-silica reaction (ASR): Impact of alkali leaching on scale effects affecting expansin tests. Cement and Concrete Research, 81, 122–133.
   Web of Science ®Google Scholar
• Multon, S., Sellier, A., & Cyr, M. (2009). Chemo-mechanical modeling for prediction of alkali silica reaction (ASR) expansion. Cement and Concrete Research, 39, 490–500.
   Web of Science ®Google Scholar
• Nguyen, M., Timothy, J., & Meschke, G. (2014). Numerical analysis of multiple ion species diffusion and alkali-silica reaction in concrete. In N. Bićanić, H. Mang, G. Meschke, & R. de Borst (Eds.), Computational Modelling of Concrete Structures (EURO-C). St Anton am Alberg: CRC Press, Taylor & Francis Group.
   Google Scholar
• Pan, J., Feng, Y., Wang, J., Sun, Q., Zhang, C., & Owen, D. (2012). Modeling of alkali-silica reaction in concrete: A review. Frontiers of Structural and Civil Engineering, 6(1), 1–18.
   Google Scholar
• Pesavento, F., Gawin, D., Wyrzykowski, M., Schrefler, B., & Simoni, L. (2012). Modeling alkali-silica reaction in non-isothermal, partially saturated cement based materials. Computer Methods in Applied Mechanics and Engineering, 225, 95–115.
   Web of Science ®Google Scholar
• Pignatelli, R., Comi, C., & Monteiro, P. (2013). A coupled mechanical and chemical damage model for concrete affected by alkali-silica reaction. Cement and Concrete Research, 53, 196–210.
   Web of Science ®Google Scholar
• Poyet, S., Sellier, A., Capra, B., Foray, G., Torrenti, J.-M., Cognon, H., & Bourdarot, E. (2007). Chemical modelling of alkali silica reaction: Influence of the reactive aggregate size distribution. Materials and Structures, 40, 229–239.
   Web of Science ®Google Scholar
• Puatatsananon, W., & Saouma, V. (2013). Chemo-mechanical micromodel for alkali-silica reaction. ACI Materials Journal, 110, 67–77.
   Web of Science ®Google Scholar
• Rahimi-Aghdam, S., Bažant, Z., & Caner, C. (2016). Diffusion-contrlled and creep-mitigated ASR damage via microplane model. ii: Material degradation, drying, and verification. ASCE Journal of Engineering Mechanics, 143(2), 04016108.
   Web of Science ®Google Scholar
• Reinhardt, H., & Mielich, O. (2011). A fracture mechanics approach to the crack formation in alkali-sensitive grains. Cement and Concrete Research, 41, 255–262.
   Web of Science ®Google Scholar
• Sanchez, L., Fournie, B., Jolin, M., & Duchesne, J. (2015). Reilable quantification of AAR damage through assessment of Damage Rating Index (DRI). Cement and Concrete Research, 67, 74–92.
   Web of Science ®Google Scholar
• Sanchez, L., Multon, S., Sellier, A., Cyr, M., Fournier, B., & Jolin, M. (2014). Comparative study of a chemo-mechanical modeling for alkali silica reaction (ASR) with experimental evidences. Construction and Building Materials, 72, 301–315.
   Web of Science ®Google Scholar
• Saouma, V. (2013). Numerical modeling of AAR. London: CRC Press, Taylor and Francis group.
   Google Scholar
• Saouma, V., & Perotti, L. (2006). Constitutive model for alkali-aggregate reactions. ACI Materials Journal, 103, 194–202.
   Web of Science ®Google Scholar
• Saouma, V., & Xi, Y. (2004). Literature review of alkali aggregate reactions in concrete dams (Technical Report CU/SA-XI-2004/001). Swiss Federal Office for Water and Geology FOWG.
   Google Scholar
• Schlangen, E., & Copuroğlu, O. (2010). Modeling of expansion and cracking due to ASR with a 3D lattice model. In Fracture Mechanics of Concrete and Concrete Structures (FramCos7), Seoul, Korea: Korea Concrete Institute.
   Google Scholar
• Schlangen, E., & Van Breugel, K. (2005). Prediction of tensile strength reduction of concrete due to ASR. In Third International Conference on Construction Materials, Performance, Innovations and Structural Implications (ConMat’5), Vancouver, Canada.
   Google Scholar
• Schlangen, E., & Van Mier, J. (1992). Experimental and numerical analysis of micromechanisms of fracture of cement-based composites. Cement and Concrete Composites, 14, 105–118.
   Google Scholar
• Suwito, A., Jin, W., Xi, Y., & Meyer, C. (2002). A mathematical model for the pessimum size effect of ASR in concrete. Concrete Science and Engineering, 4, 23–34.
   Google Scholar
• Swamy, R. N. (1992). The alkali-silica reaction in concrete. New York, NY: Taylor & Francis.
   Google Scholar
• Thompson, G., Charlwood, R., Steele, R., & Curtis, D. (1994). Mactaquac generating station intake and spillway remedial measures. In The 18th International Congress on Large Dams (Vol. 1, pp. 347–368). Durban, South Africa.
   Google Scholar
• Ulm, F.-J., Coussy, O., Li, K., & Larive, C. (2000). Thermo-chemo-mechanics of ASR expansion in concrete structures. ASCE Journal of Engineering Mechanics, 126, 233–242.
   Web of Science ®Google Scholar
• Ulm, F.-J., Petrson, M., & Lemarchand, E. (2002). Is ASR-expansion caused by chemoporoplastic dilatation? Computer Science and Engineering, 4, 47–55.
   Google Scholar
• Winnicki, A., & Pietruszczak, S. (2008). On mechanical degradation of reinforced concrete affected by alkali-silica reaction. Journal of Engineering Mechanics, 134, 611–627.
   Web of Science ®Google Scholar
• Winnicki, A., Serega, S., & Norys, F. (2014). Chemoplastic modelling of alkali-silica reaction (ASR). In Computational Modelling of Concrete Structures (EURO-C) (Vol. 2, pp. 765–774). St. Anton am Arlberg, Austria: CRC Press.
   Google Scholar
• Wu, T., Temizer, I., & Wriggers, P. (2014). Multiscale hydro-thermo-chemo-mechanical coupling: Application to alkali-silica reaction. Computational Materials Science, 84, 381–395.
   Web of Science ®Google Scholar