Finite element crack width computations with a thermo-hygro-mechanical-hydration model for concrete structures

References

• Barr, B., Hoseinian, S. B., & Beygi, M. A. (2003). Shrinkage of concrete stored in natural environments. Cement & Concrete Composites, 25, 19–29.
   Google Scholar
• Bary, B., Ranc, G., Durand, S., & Carpentier, O. (2008). A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures. International Journal of Heat and Mass Transfer, 51, 2847–2862.10.1016/j.ijheatmasstransfer.2007.09.021
   Web of Science ®Google Scholar
• Bažant, Z. P., & Oh, B. H. (1983). Crack band theory for fracture in concrete. Materials and Structures, 16, 155–177.
   Google Scholar
• Bazant, Z. P., Hauggaard, A. B., Baweja, S., & Ulm, F.-J. (1997). Microprestres-solidification theory for concrete. Creep. I: Ageing and drying effects. ASCE Journal of Engineering Mechanics, 115, 1188–1194.10.1061/(ASCE)0733-9399(1997)123:11(1188)
   Google Scholar
• Beeby, A. W., & Scott, R. H. (2005). Cracking and deformation of axially reinforced members subjected to pure tension. Magazine of Concrete Research, 57, 611–621.10.1680/macr.2005.57.10.611
   Web of Science ®Google Scholar
• Benboudjema, F., & Torrenti, J. M. (2008). Early age behaviour of concrete nuclear containments. Nuclear Engineering and Design, 238, 2495–2506.10.1016/j.nucengdes.2008.04.009
   Web of Science ®Google Scholar
• CEOS.fr. (2013). French National Research program, Comportement et Evaluation des Ouvrages Spéciaux, Fissuration – Retrait [Behaviour and assessment of special reinforced concrete works – cracking & shrinkage]. http://www.ceosfr.org, 2009–2013.
   Google Scholar
• De Schutter, G. (2002). Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws. Computers and Structures, 80, 2035–2042.10.1016/S0045-7949(02)00270-5
   Web of Science ®Google Scholar
• De Schutter, G., & Taerwe, L. (1997). Fracture energy of concrete at early ages. Materials and Structures, 30, 67–71.10.1007/BF02486306
   Google Scholar
• Dufour, F., Pijaudier-Cabot, G., Choinska, M., & Huerta, A. (2008). Extraction of a crack opening from a continuous approach using regularized damage models. Computers and Concrete, 5, 375–388.10.12989/cac.2008.5.4.375
   Web of Science ®Google Scholar
• EC2. (2008). Design of concrete structures — Part 1–1: General rules and rules for buildings. EN1992-1-1.
   Google Scholar
• Gawin, D., Pesavento, F., & Schrefler, B. A. (2006). Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part I: Hydration and hygro-thermal phenomena. International Journal for Numerical Methods in Engineering, 67, 299–331.10.1002/(ISSN)1097-0207
   Web of Science ®Google Scholar
• Hilaire, A., Benboudjema, F., Darquennes, A., Berthaud, Y., & Nahas, G. (2013). Modeling basic creep in concrete at early-age under compressive and tensile loading. Nuclear Engineering Design, 269, 222–230.
   Google Scholar
• Jefferson, A. D. (2003). Craft – a plastic-damage-contact model for concrete. I. Model theory and thermodynamic considerations. International Journal of Solids and Structures, 40, 5973–5999.10.1016/S0020-7683(03)00390-1
   Google Scholar
• Jefferson, A. D., Mihai, I. C., & Lyons, P. (2014). An approach to modelling smoothed crack closure and aggregate interlock in the finite element analysis of concrete structures. Proceedings of EUROC, St Anton.
   Google Scholar
• Jennings, H. M. (2008). Refinements to colloid model of C-S-H in cement: CM-II. Cement and Concrete Research, 38, 275–289.10.1016/j.cemconres.2007.10.006
   Web of Science ®Google Scholar
• Kovler, K. (1999). A new look at the problem of drying creep of concrete under tension. Journal of Materials in Civil Engineering, ASCE, 11, 84–87.10.1061/(ASCE)0899-1561(1999)11:1(84)
   Google Scholar
• Lewis, R. W., & Schrefler, B. A. (1998). The finite element method in the static and dynamic deformation and consolidation of porous media. Chichester: Wiley.
   Google Scholar
• Neville, A. M., Dilger, W. H., & Brooks, J. J. (1983). Creep of plain and structural concrete. London: Construction Press.
   Google Scholar
• Oliver, J., Huespe, A. E., & Samaniego, E. (2003). A study on finite elements for capturing strong discontinuities. International Journal for Numerical Methods in Engineering, 56, 2135–2161.10.1002/(ISSN)1097-0207
   Google Scholar
• Østergaard, L., Lange, D. A., Altoubat, S. A., & Stang, H. (2001). Tensile basic creep of early-age concrete under constant load. Cement and Concrete Research, 31, 1895–1899.10.1016/S0008-8846(01)00691-3
   Web of Science ®Google Scholar
• Rabczuk, T., & Belytschko, T. (2007). A three-dimensional large deformation meshfree method for arbitrary evolving cracks. Computational Methods in Applied Mechanics and Engineering, 196, 2777–2799.10.1016/j.cma.2006.06.020
   Web of Science ®Google Scholar
• Ranaivomanana, N., Multon, S., & Turatsinze, A. (2013). Basic creep of concrete undercompression, tension and bending. Construction and Building Materials, 38, 173–180.10.1016/j.conbuildmat.2012.08.024
   Google Scholar
• Rossi, P., Tailhan, J.-L., Maou, F. L., Gaillet, L., & Martin, E. (2012). Basic creep behavior ofconcretes investigation of the physical mechanisms by using acoustic emission. Cement and Concrete Research, 42, 61–73.10.1016/j.cemconres.2011.07.011
   Web of Science ®Google Scholar
• Schindler, A. K., & Folliard, K. J. (2005). Heat of hydration models for cementitious materials, ACI Journal, 102, 24–33.
   Google Scholar
• Sellier, A., Casaux-Ginestet, G., Buffo-Lacarrière, L., & Bourbon, X. (2013). Orthotropic damage coupled with localized crack reclosure processing. Engineering Fracture Mechanics, 97, Part 1, 148–167, Part 2, 168–185.
   Web of Science ®Google Scholar
• Simo, J. C., & Hughes, T. J. R. (1998). Computational inelasticity. New York, NY: Springer
   Google Scholar
• Tammo, K., Lundgren, K., & Thelandersson, S. (2009). Nonlinear analysis of crack widths in reinforced concrete. Magazine of Concrete Research, 61, 23–34.10.1680/macr.2009.61.1.23
   Google Scholar
• Tijssens, M. G. A., Sluys, B. L. J., & van der Giessen, E. (2000). Numerical simulation of quasi-brittle fracture and damaging cohesive surfaces. European Journal of Mechanics – A/Solids, 19, 761–779.10.1016/S0997-7538(00)00190-X
   Web of Science ®Google Scholar
• van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892–898.10.2136/sssaj1980.03615995004400050002x
   Web of Science ®Google Scholar
• Wu, H. Q., & Gilbert, R. I. (2009). Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model. Engineering Structures, 31, 2380–2391.10.1016/j.engstruct.2009.05.012
   Web of Science ®Google Scholar
• Xi, Y., & Jennings, H. M. (1997). Shrinkage of cement paste and concrete modelled by a multiscale effective homogeneous theory. Materials and Structures, 30, 329–339.
   Web of Science ®Google Scholar
• Yi, S.-T., Kim, J.-K., & Oh, T. K. (2003). Effect of strength and age on the stress-strain curves of concrete specimens. Cement and Concrete Research, 33, 1235–1244.10.1016/S0008-8846(03)00044-9
   Google Scholar