13th International Conference on Fracture June 16–21, 2013, Beijing, China -10- [3] P. Grassl, M. Jirasek, Damage-plastic model for concrete failure. Int J Solids Struct 43 (2006) 7166-7196. [4] J. Cervenka, V. Papanikolaou, Three dimensional combined fracture-plastic material model for concrete. Int J Plasticity 24 (2008) 2192–2220. [5] H.S. Wong, M. Zobel, N.R. Buenfeld, R.W. Zimmerman, Influence of the interfacial transition zone and microcracking on the diffusivity, permeability and sorptivity of cement-based materials after drying. Mag Concr Res 61 (2009) 571-589. [6] K.L. Scrivener, A.K. Crumbie, P. Laugesen, The interfacial transition zone (ITZ) between cement paste and aggregate in concrete. Interface Sci 12 (2004) 411–421. [7] Z.P. Bazant, B.H. Oh, Microplane model for progressive fracture of concrete and rock. J Eng Mech 111 (1985) 559-582. [8] G. Cusatis, Z.P. Bazant, L. Cedolin, Confinement-shear lattice CSL model for fracture propagation in concrete. Comp Meth Appl Mech Eng 195 (2006) 7154-7171. [9] D.V. Griffiths, G.G.W. Mustoe, Modelling of elastic continua using a grillage of structural elements based on discrete element concepts. Int J Numer Meth Eng 50 (2001) 1759-1775. [10] C.S. Chang, T.K. Wang, L.J. Sluys, J.G.M. van Mier, Fracture modeling using a micro structural mechanics approach - I. Theory and formulation. Eng Fract Mech 69 (2002)1941-1958. [11] Y. Wang, P. Mora. Macroscopic elastic properties of regular lattices. J Mech Phys Solids 56 (2008) 3459-3474. [12] A.P. Jivkov, J.R. Yates, Elastic behaviour of a regular lattice for meso-scale modelling of solids. Int J Solids Struct 49 (2012) 3089–3099. [13]A.P. Jivkov, M. Gunther, K.P. Travis. Site-bond modelling of porous quasi-brittle media. Mineral Mag 76 (2012) 94-99. [14] A.P. Jivkov, D.L. Engelberg, R. Stein, M. Petkovski, Pore space and damage evolution in concrete. Eng Fract Mech (2013) accepted. [15] B. Budiansky, R.J. O’Connell, Elastic moduli of a cracked solid. Int J Solids Struct 12 (1976) 81-97. [16] W.A. Curtin, H. Scher, Time-dependent damage evolution and failure in materials. I. Theory. Phys Rev B 55 (1997) 12038-12050. [17] ABAQUS 6.11, DS Simulia Corp., 2011. [18] Y. Wang, S. Abe, S. Latham, P. Mora, Implementation of particle-scale rotation in the 3D-lattice solid model. Pure Appl Geophys 163 (2006)1769-1785. [19] E. Schlangen, J.G.M van Mier, Experimental and numerical analysis of micromechanisms of fracture of cement-based composites. Cement Concr Compos 14 (1992) 105-118. [20] A.N. Norris, Extreme values of Poisson’s ratio and other engineering moduli in anisotropic materials. J Mech Mater Struct 1 (2206) 793–812. [21] C.Y. Guo, L.T. Wheeler, Extreme Lamé compliance in anisotropic crystals. Mat Mech Solids 14 (2009) 403-420.
RkJQdWJsaXNoZXIy MjM0NDE=