References
- Akcaoglu, T., Tokyay, M. and Celik, T. (2005), "Assessing the ITZ microcracking via scanning electron microscope and its effect on the failure behavior of concrete", Cement Concrete Res., 35(2), 358-363. https://doi.org/10.1016/j.cemconres.2004.05.042
- Azevedo, N., May, I. and Lemos, I.J. (2002), "Numerical simulations of plain concrete under shear loading conditions", Numerical Modeling in Micromechanics via Particle Methods - Proceedings of the 1st International PFC Symposium, Gelsenkirchen, Germany.
- Bazant, Z.P., Tabbara, M.R., Kazemi, M.T. and Pijaudier-Cabot, G. (1990), "Random particle model for fracture of aggregate or fiber composites", J. Eng. Mech. ASCE, 116(8), 1686-1705. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:8(1686)
- Billaux, D., Detournay, C., Hart, R. and Rachez, X. (2001), "FLAC and numerical modeling in geomechanics", Proceedings of the 2nd International FLAC Symposium, Lyon, France.
- Brady, B.H.G. and Brown, E.T. (1992), Rock Mechanics for Underground Mining (2nd ed.), Chapman & Hall, London.
- Chen, S., Yue, Z.Q., Tham, L.G. and Lee, P.K.K. (2004a), "Modeling of the indirect tensile test for inhomogeneous granite using a digital image-based numerical method", Int. J. Rock Mech. Min. Sci., 41(3), 447 (SINOROCK Paper No. 2B01 in CDROM).
- Chen, S., Yue, Z.Q. and Tham, L.G. (2004b), "Digital image-based numerical modeling method for prediction of inhomogeneous rock failure", Int. J. Rock Mech. Min. Sci., 41(6), 939-957. https://doi.org/10.1016/j.ijrmms.2004.03.002
- Chermant, J.L. (2001), "Why automatic image analysis? An introduction to this issue", Cement Concrete Compos., 23(2-3), 127-131. https://doi.org/10.1016/S0958-9465(00)00077-9
- Chermant, J.L., Chermant, L., Coster, M., Dequiedt, A.S. and Redon, C. (2001), "Some fields of applications of automatic image analysis in civil engineering", Cement Concrete Compos, 23(2-3), 157-169. https://doi.org/10.1016/S0958-9465(00)00059-7
- Comby-Peyrot, I., Bernard, F., Bouchard, P.O., Bay, F. and Garcia-Diaz, E. (2009), "Development and validation of a 3D computational tool to describe concrete behaviour at mesoscale: application to the alkali-silica reaction", Comput. Mater. Sci., 46(4), 1163-1177. https://doi.org/10.1016/j.commatsci.2009.06.002
- De Schutter, G. and Taerwe, L. (1993), "Random particle model for concrete based on Delaunay triangulation", Mater. Struct., 26(2), 67-73. https://doi.org/10.1007/BF02472853
- Diamond, S. and Huang, J.D. (2001), "The ITZ in concrete - a different view based on image analysis and SEM observations", Cement Concrete Compos., 23(2-3), 179-188. https://doi.org/10.1016/S0958-9465(00)00065-2
- Fang, Z. and Harrison, J.P. (2001), "A mechanical degradation index for rock", Int. J. Rock Mech. Min. Sci., 38(8), 1193-1199. https://doi.org/10.1016/S1365-1609(01)00070-3
- Fang, Z. and Harrison, J.P. (2002), "Development of a local degradation approach to the modeling of brittle fracture in heterogeneous rocks", Int. J. Rock Mech. Min. Sci., 39(4), 443-457. https://doi.org/10.1016/S1365-1609(02)00035-7
- ITASCA (1995), Fast Lagrangian Analysis of Continua (Version 3.3), Minnesota, USA.
- Kwan, A.K.H., Mora, C.F. and Chan, H.C. (1999a), "Particle shape analysis of coarse aggregate using digital image processing", Cement Concrete Res., 29(9), 1403-1410. https://doi.org/10.1016/S0008-8846(99)00105-2
- Kwan, A.K.H., Wang, Z.M. and Chan, H.C. (1999b), "Mesoscopic study of concrete II: nonlinear finite element analysis", Comput. Struct., 70(5), 545-556. https://doi.org/10.1016/S0045-7949(98)00178-3
- Liao, K.Y., Chang, P.K., Peng, Y.N. and Yang, C.C. (2004), "A study on characteristics of interfacial transition zone in concrete", Cement Concrete Res., 34(6), 977-989. https://doi.org/10.1016/j.cemconres.2003.11.019
- Leite, J.P.B., Slowik, V. and Apel, J. (2007), "Computational model of mesoscopic structure of concrete for simulation of fracture processes", Comput. Struct., 85(17-18), 1293-1303. https://doi.org/10.1016/j.compstruc.2006.08.086
- Mindess, S. (1996), "Tests to determine the mechanical properties of the interfacial zone", Interfacial Transition Zone in Concrete: State-of-the-Art Report prepared by RILEM Technical Committee 108-ICC, Interfaces in Cementitious Composites, Toulouse, France.
- Mora, C.F. and Kwan, A.K.H. (2000), "Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital image processing", Cement Concrete Res., 30(3), 351-358. https://doi.org/10.1016/S0008-8846(99)00259-8
- Mora, C.F., Kwan, A.K.H. and Chan, H.C. (1998), "Particle size distribution analysis of coarse aggregate using digital image processing", Cement Concrete Res., 28(6), 921-932. https://doi.org/10.1016/S0008-8846(98)00043-X
- Oliver, J.P., Maso, J.C. and Bourdette, B. (1995), "Interfacial transition zone in concrete", Adv. Cement Based Mater., 2(1), 30-38. https://doi.org/10.1016/1065-7355(95)90037-3
- Paterson, M.S. (1978), Experimental Rock Deformation: the Brittle Field, Springer, Berlin.
- Raghuprasad, B.K., Bhat, D.N. and Bhattacharya, G.S. (1998), "Simulation of fracture in a quasi-brittle material in direct tension - a lattice model", Eng. Fract. Mech., 61(3-4), 445-460. https://doi.org/10.1016/S0013-7944(98)00058-7
- Rempling, R. and Grassl, P. (2008), "A parametric study of the meso-scale modelling of concrete subjected to cyclic compression", Cement Concrete, 5(4), 359-373.
- Schlangen, E. and Van Mier, J.G.M. (1992), "Experimental and numerical analysis of micromechanisms of fracture of cement-based composites", Cement Conrete Compos., 14(2), 105-118. https://doi.org/10.1016/0958-9465(92)90004-F
- Schlangen, E. and Garboczi, E.J. (1996), "New method for simulating fracture using an elastically uniform random geometry lattice", Int. J. Eng. Sci., 34(10), 1131-1144. https://doi.org/10.1016/0020-7225(96)00019-5
- Scrivener, K.L. and Pratt, P.L. (1996), "Characterisation of interfacial microstructure", Interfacial Transition Zone in Concrete: State-of-the-Art Report prepared by RILEM Technical Committee 108-ICC, Interfaces in Cementitious Composites, Toulouse, France.
- Sheng, Q., Yue, Z.Q., Lee, C.F., Tham, L.G. and Zhou, H. (2002), "Estimating the excavation disturbed zone in permanent shiplock slopes of the Three Gorges Project, China", Int. J. Rock Mech. Min. Sci., 39(2), 165-184. https://doi.org/10.1016/S1365-1609(02)00015-1
- The MathWorks Inc. (2007), Getting Started with MATLAB(R) 7, Website: http://www.mathworks.com/.
- Wang, Z.M., Kwan, A.K.H. and Chan, H.C. (1999), "Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh", Comput. Struct., 70(5), 533-544. https://doi.org/10.1016/S0045-7949(98)00177-1
- Wittmann, F.H., Roelfstra, P.E. and Sadouki, H. (1984), "Simulation and analysis of composite structures", Mater. Sci. Eng., 68(2), 239-248.
- Wriggers, P. and Moftah, S.O. (2006), "Mesoscale models for concrete: homogenisation and damage behaviour", Finite Elements Anal. Design, 42(7), 623-636. https://doi.org/10.1016/j.finel.2005.11.008
- Yue, Z.Q., Chen, S. and Tham, L.G. (2003a), "Finite element modeling of geomaterials using digital image processing", Comput. Geo., 30(5), 375-397. https://doi.org/10.1016/S0266-352X(03)00015-6
- Yue, Z.Q., Chen, S. and Tham, L.G. (2003b), "Seepage analysis in inhomogeneous geomaterials using digital image processing based finite element method", Proceedings of the 12th Panamerican Conference for Soil Mechanics and Geotechnical Engineering and the 39th US Rock Mechanics Symposium, Soil and Rock America, Boston.
- Yue, Z.Q. and Morin, I. (1996), "Digital image processing for aggregate orientation in asphalt concrete mixtures", Can. J. Civil Eng., 23(2), 480-489. https://doi.org/10.1139/l96-052
- Zaitsev, Y.B. and Wittmann, F.H. (1981), "Simulation of crack propagation and failure of concrete", Mater. Construct., 14(5), 357-365. https://doi.org/10.1007/BF02478729
- Zhu, W.C., Teng, J.G. and Tang, C.A. (2004), "Mesomechanical model for concrete. Part I: Model development", Mag. Conc. Res., 56(6), 313-330. https://doi.org/10.1680/macr.2004.56.6.313
Cited by
- A numerical method for analyzing the permeability of heterogeneous geomaterials based on digital image processing vol.18, pp.2, 2017, https://doi.org/10.1631/jzus.A1500335
- Crack analysis of reinforced concrete members with and without crack queuing algorithm vol.70, pp.1, 2019, https://doi.org/10.12989/sem.2019.70.1.043
- Meso-scale modelling of stress effect on chloride diffusion in concrete using three-phase composite sphere model vol.52, pp.3, 2013, https://doi.org/10.1617/s11527-019-1355-8