[1] Haffner, S. Eckardt, S. Luther, T. and Koknke, C. (2006), “Mesoscale Modeling of Concrete: Geometry and Numerics”. Computers and Structures, 84, 450–461.
[2] P. Wriggers, S.O. Moftah, Mesoscale models for concrete: Homogenisation and damage behavior, Institute for Mechanics and Computational Mechanics, University of Hannover, Hannover, Germany, Finite Elements in Analysis and Design 42 (2006) 623– 636
[3] L. C. Wang et al, Meso-Scale Numerical Modeling of the Mechanical Behavior of Reinforced Concrete Members, IACSIT International Journal of Engineering and Technology, Vol. 5, No. 6, December 2013
[4] X.F. Wanga, Z.J. Yang b,a,⇑, J.R. Yates c, A.P. Jivkov a, Ch Zhang ,2015, Monte Carlo simulations of mesoscale fracture modelling of concrete with random aggregates and pores, Construction and Building Materials 75 (2015) 35–45
[5] 3D mesoscale finite element modelling of concrete, Rongxin Zhou, Zhenhuan Song, Yong Lu ,Institute for Infrastructure and Environment, School of Engineering, The University of Edinburgh, Edinburgh EH9 3JL,UK, 2017
[6] Shuguang Li, Qingbin Li , 2015, Method of meshing ITZ structure in 3D meso-level finite element analysis for concrete , Finite Elements in Analysis and Design 93(2015)96–106
[7] W. Wang, J. Wang, and M. S. Kim, “An algebraic condition for the separation of two ellipsoids,” Comput. Aided Geom. Des., vol. 18, no. 6, pp. 531–539, 2001.
[8] F.H. Wittmann, P.E. Roelfstra, H. Sadouki, 1984, Simulation and analysis of composite structures, Mater.Sci. Engng. 68 (2), 239–248.
[9] Yi Xu, Shenghong Chen , A method for modeling the damage behavior of concrete with a three-phase mesostructured , Construction and Building Materials 102 (2016) 26–38
[10] Xiuli Du , Liu Jin , Guowei M ,2014, Numerical simulation of dynamic tensile-failure of concrete at mesoscale, International Journal of Impact Engineering 66 (2014) 5e17
[11] Pedersen,R.R.,Simone,A.,Sluys,L.J. ,2013, Mesoscopic modeling and simulation of the dynamic tensile behavior of concrete .Cem.Concr.Res.50,74–87.
[12] L. Snozzi , A. Caballero , J.F. Molinari,2011, Influence of the meso-structure in dynamic fracture simulation of concrete under tensile loading, Cement and Concrete Research 41 (2011) 1130–1142
[13] Wriggers,P.,Moftah,S.O. ,2006 , Meso scale models for concrete: homogenization and damage behavior ,FiniteElem.Anal.Des.42,623–636.
[14] G. Lilliu, J.G.M. van Mier, 2003, 3D lattice type fracture model for concrete, Engineering Fracture Mechanics 70 (2003) 927–941
[15] Xiaofeng Wang ,Mingzhong Zhang ,Andrey P. Jivkov , 2016, Computational technology for analysis of 3D meso-structure effects on damage and failure of concrete, International Journal of Solids and Structures 80 (2016) 310–333
[16] Kmiecik, P. and Kaminski, M.; "Modelling of Reinforced Concrete Structures and Composite Structures with Concrete Strength Degradation Taken into Consideration"; Archives of Civil and Mechanical Engineering XI, No. 3 (2011)
[17] Meso scale finite element modelling of non-homogeneous three-phaseconcrete Siamak Shahbazi, Iraj Rasoolan Department of Civil Engineering ,Shahid Chamran University,Ahvaz,Iran, 2016
[18] Abaqus Analysis Users Manual, Version 6-12-3
[19] Aydin Demir, Hakan Ozturk, Kemal Edip, Marta Stojmanovska, EFFECT OF VISCOSITY PARAMETER ON THE NUMERICAL SIMULATION OF REINFORCED CONCRETE DEEP BEAM BEHAVIOR, Faculty of Engineering, Department of Civil Engineering, Sakarya University, Sakarya, Turkey, July 2018
]20[ امیرحسین کریمی، محمد سعید کریمی، علی خیرالدین، عبدالعظیم امیرشاه کرمی، مدل سازی غیرخطی دیوار مصالح بنایی غیرمسلح تحت بار داخل صفحه و بررسی اثر پارامترهای مختلف در رفتتار آن، دانشگاه سمنان، زمستان 1395
[21] J. F. Unger and S. Eckardt, “Multiscale Modeling of Concrete,” Arch. Comput. Methods Eng., vol. 18, no. 3, pp. 341–393, 2011.
[22]
Ravi A.Patel, JanezPerko, ,DiederikJacques,GeertDe Schutter ,
GuangYe ,
KlaasVan Bruegelc Effective diffusivity of cement pastes from virtual microstructures: Role of gel porosity and capillary pore percolation,
Construction and Building Materials,
Volume 165, 20 March 2018, Pages 833-845
)