Issue 39

J. Eliáš, Frattura ed Integrità Strutturale, 39 (2017) 1-6; DOI: 10.3221/IGF-ESIS.39.01 6 R EFERENCES [1] Babuška, I., Rheinboldt, W.C., A-posteriori error estimates for the finite element method. Int. J. Numer. Meth. Eng., 12 (1978) 1597-1615. DOI: 10.1002/nme.1620121010. [2] Zienkiewicz, O.C., Zhu, J.Z., A simple error estimator and adaptive procedure for practical engineering analysis. Int. J. Numer. Meth. Eng., 24 (1978) 337-357. DOI: 10.1002/nme.1620240206. [3] Selman, A., Hinton, E., Bičanič, N., Adaptive mesh refinement for localised phenomena. Comput. Struct., 63 (1997) 475-495. DOI: 10.1016/S0045-7949(96)00372-0. [4] Patzák, B., Jirásek, M., Adaptive resolution of localized damage in quasi-brittle materials. J. Eng. Mech.-ASCE, 130 (2004) 720-732. DOI: 10.1016/S0045-7949(96)00372-0. [5] Eliáš, J., Adaptive technique for discrete models of fracture. Int. J. Solids Struct., accepted for publication. DOI: 10.1016/j.ijsolstr.2016.09.008. [6] Man, H.-K., van Mier, J.G.M., Damage distribution and size effect in numerical concrete from lattice analyses. Cement Concrete Comp., 33 (2011), 867-880. DOI: 10.1016/j.cemconcomp.2011.01.008. [7] Sands, C.M., An irregular lattice model to simulate crack paths in bonded granular assemblies. Comput. Struct., 162 (2016) 91-101. DOI: 10.1016/j.compstruc.2015.09.006. [8] Eliáš, J., Stang, H., Lattice Modeling of Aggregate Interlocking in Concrete. Int. J. Fracture, 175 (2012) 1-11. DOI: 10.1007/s10704-012-9677-3. [9] Cusatis, G., Cedolin, L., Two-scale study of concrete fracturing behavior. Eng. Fract. Mech., 74 (2007) 3-17. DOI: 10.1016/j.compstruc.2015.09.006. [10] Cusatis, G., Pelessone, D., Mencarelli, A., Lattice discrete particle model (LDPM) for failure behavior of concrete. I: Theory. Cement Concrete Comp., 33 (2011), 881-890. DOI: 10.1016/j.cemconcomp.2011.02.011. [11] Eliáš, J., Le, J.-L., Modeling of mode-I fatigue crack growth in quasibrittle structures under cyclic compression. Eng. Fract. Mech., 96 (2012) 26-36. DOI: 10.1016/j.engfracmech.2012.06.019. [12] Gedik, Y.H., Nakamura, H, Yamamoto, Y., Kuneida, M., Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model. Cement Concrete Comp., 33 (2011) 978-991. DOI: 10.1016/j.cemconcomp.2011.06.004. [13] Veselý, V., Frantík, P., Vodák, O., Keršner, Z., Localization of Propagation of Failure in Concrete Specimens Assessed by Means of Acoustic and Electromagnetic Emission and Numerical Simulations, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 11 (2011) 1213-1962. DOI: 10.2478/v10160-011-0036-5. [14] Frantík, P., Veselý, V., Keršner, Z., Parallelization of lattice modelling for estimation of fracture process zone extent in cementitious composites. Adv. Eng. Softw., 60-61 (2013) 48-57. DOI: 10.1016/j.advengsoft.2012.11.020. [15] Georgioudakis, M., Stefanou, G., Papadrakakis, M., Stochastic failure analysis of structures with softening materials. Eng. Struct., 61 (2014) 13-21. DOI: 10.1016/j.engstruct.2014.01.002. [16] Grassl, P., Bažant, Z.P., Random lattice-particle simulation of statistical size effect in quasibrittle structures failing at crack initiation. J. Eng. Mech.-ASCE, 135 (2009) 85-92. DOI: 10.1061/(ASCE)0733-9399(2009)135:2(85). [17] Vořechovský, M., Sadílek, V., Computational modeling of size effects in concrete specimens under uniaxial tension. Int. J. Fracture, 154 (2008) 27-49. DOI: 10.1007/s10704-009-9316-9. [18] Vořechovská, D., Vořechovský, M., Analytical and Numerical Approaches to Modelling of Reinforcement Corrosion in Concrete, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 14 (2014) 20-30. DOI: 10.2478/tvsb-2014-0003. [19] Eliáš, J., Vořechovský, M., Skoček, J., Bažant, Z.P., Stochastic discrete meso-scale simulations of concrete fracture: comparison to experimental data. Eng. Fract. Mech., 135 (2015) 1-16. DOI: 10.1016/j.engfracmech.2015.01.004. [20] Eliáš, J., Kaděrová, J., Vořechovský, M., Interplay of probabilistic and deterministic internal lengths in simulations of concrete fracture. in: Saouma, V., Bolander, J., Landis, E. (Eds.) 9th International Conference on Fracture Mechanics of Concrete Structures, Berkley, USA, (2016). DOI: 10.21012/FC9.155. [21] Li, C.-C., Der Kiureghian, A., Optimal discretization of random fields. J. Eng. Mech.-ASCE, 119 (1993) 1136-1154. DOI: 10.1061/(ASCE)0733-9399(1993)119:6(1136). [22] Gregoire, D., Rojas-Solano, L.B., Pijaudier-Cabot, G., Failure and size effect for notched and unnotched concrete beams. Int. J. Numer. Anal. Met., 37 (2013) 1434-1452. DOI: 10.1002/nag.2180.