Mechanical behavior of concrete, 2009. ,
URL : https://hal.archives-ouvertes.fr/hal-00871832
Plasticity Theory, Mac-Millan, 1990. ,
DOI : 10.1115/1.2899459
Novel anisotropic continuum???discrete damage model capable of representing localized failure of massive structures, Engineering Computations, vol.26, issue.1/2, pp.128-144, 2009. ,
DOI : 10.1108/02644400910924834
An elasto-plastic damage model for plain concrete subjected to high temperatures, Engineering Structures, vol.24, issue.5, pp.597-611, 2002. ,
DOI : 10.1016/S0141-0296(01)00125-0
Novel anisotropic continuum???discrete damage model capable of representing localized failure of massive structures, Engineering Computations, vol.26, issue.1/2, pp.128-144, 2009. ,
DOI : 10.1108/02644400910924825
Modeling heterogeneous materials failure: 3D meso-scale models with embedded discontinuities, International Journal of Numerical Methods in Engineering, vol.82, pp.1671-1688, 2010. ,
URL : https://hal.archives-ouvertes.fr/hal-00994080
Mesoscale models for concrete: Homogenisation and damage behaviour. Finite Elements in Analysis and Design, pp.623-636, 2006. ,
Critical state plasticity. Part VI: Meso-scale finite element simulation of strain localization in discrete granular materials, Computer Methods in Applied Mechanics and Engineering, vol.195, issue.37-40, pp.5115-5140, 2006. ,
DOI : 10.1016/j.cma.2005.08.020
Simple lattice model for numerical simulation of fracture of concrete materials and structures, Materials and Structures, vol.23, issue.3, pp.534-542, 1992. ,
DOI : 10.1007/BF02472449
Fracture simulations of concrete using lattice models: Computational aspects, Engineering Fracture Mechanics, vol.57, issue.2-3, pp.319-332, 1997. ,
DOI : 10.1016/S0013-7944(97)00010-6
Automated Modeling of Three-Dimensional Structural Components Using Irregular Lattices, Computer-Aided Civil and Infrastructure Engineering, vol.4, issue.6, pp.393-407, 2005. ,
DOI : 10.1002/nme.664
Aggregate composites: a contact based modeling, Computational Materials Science, vol.33, issue.4, pp.467-490, 2005. ,
DOI : 10.1016/j.commatsci.2004.10.003
Failure model for heterogeneous structures using structured meshes and accounting for probability aspects, Engineering Computations, vol.26, issue.1/2, pp.166-184, 2009. ,
DOI : 10.1108/02644400910924852
URL : https://hal.archives-ouvertes.fr/hal-00542668
A computational approach to handle complex microstructure geometries, Computer Methods in Applied Mechanics and Engineering, vol.192, issue.28-30, pp.3163-3177, 2003. ,
DOI : 10.1016/S0045-7825(03)00346-3
An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids, Computational Mechanics, vol.95, issue.5, pp.277-296, 1993. ,
DOI : 10.1007/BF00372173
Three-dimensional embedded discontinuity model for brittle fracture, International Journal of Solids and Structures, vol.38, issue.5, pp.897-913, 2001. ,
DOI : 10.1016/S0020-7683(00)00029-9
From continuum mechanics to fracture mechanics: the strong discontinuity approach, Engineering Fracture Mechanics, vol.69, issue.2, pp.113-136, 2002. ,
DOI : 10.1016/S0013-7944(01)00060-1
MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 1: FUNDAMENTALS, International Journal for Numerical Methods in Engineering, vol.7, issue.21, pp.3575-3623, 1996. ,
DOI : 10.1002/(SICI)1097-0207(19961115)39:21<3575::AID-NME65>3.0.CO;2-E
A discrete strong discontinuity approach, Engineering Fracture Mechanics, vol.76, issue.9, pp.1176-1201, 2009. ,
DOI : 10.1016/j.engfracmech.2009.01.011
Variational Methods in Elasticity and Plasticity, 1982. ,
A class of mixed assumed strain methods and the method of incompatible modes, International Journal for Numerical Methods in Engineering, vol.1, issue.8, pp.1595-1638, 1990. ,
DOI : 10.1002/nme.1620290802
A modified method of incompatible modes, Communications in Applied Numerical Methods, vol.22, issue.3, pp.187-194, 1991. ,
DOI : 10.1002/cnm.1630070303
A finite element method for crack growth without remeshing, International Journal for Numerical Methods in Engineering, vol.46, issue.1, pp.131-150, 1999. ,
DOI : 10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.3.CO;2-A
The design and analysis of the Generalized Finite Element Method, Computer Methods in Applied Mechanics and Engineering, vol.181, issue.1-3, pp.43-69, 2000. ,
DOI : 10.1016/S0045-7825(99)00072-9
Embedded discontinuity finite element method for modeling of localized failure in heterogeneous materials with structured mesh: an alternative to extended finite element method, Computational Mechanics, vol.22, issue.4, pp.149-155, 2007. ,
DOI : 10.1007/s00466-006-0091-4
Non Linear Solid Mechanics : Theoretical Formulations and Finite Element Solution Methods, 2009. ,
Finite Element Procedures, 1996. ,
Modeling holes and inclusions by level sets in the extended finite-element method, Computer Methods in Applied Mechanics and Engineering, vol.190, issue.46-47, pp.6183-6200, 2001. ,
DOI : 10.1016/S0045-7825(01)00215-8
URL : https://hal.archives-ouvertes.fr/hal-01007065
A variational approach to the theory of the elastic behaviour of multiphase materials, Journal of the Mechanics and Physics of Solids, vol.11, issue.2, pp.127-140, 1963. ,
DOI : 10.1016/0022-5096(63)90060-7
An Integrated Approach of Concrete Micromechanics, Michromecanics of Concrete and Cementitious Composites. Presses Polytechniques et Universitaires Romandes, pp.117-146, 1993. ,
Anisotropic Damage Model for Concrete, Journal of Engineering Mechanics, vol.137, issue.9, 2010. ,
DOI : 10.1061/(ASCE)EM.1943-7889.0000260
Application de la mécanique de l'endommagement au comportement non linéaire etàetà la ruine du béton de structure, Thèse d'´ etat, 1984. ,
A coupled damage???plasticity model for concrete based on thermodynamic principles: Part I: model formulation and parameter identification, International Journal for Numerical and Analytical Methods in Geomechanics, vol.82, issue.2, pp.353-389, 2008. ,
DOI : 10.1002/nag.627
Active and non-active porosity in concrete Part I: Experimental evidence, Materials and Structures, vol.16, issue.246, pp.102-109, 2002. ,
DOI : 10.1007/BF02482109
A coupled damage-plasticity model for concrete based on ther, p.29 ,
Biaxial behavior of plain concrete of nuclear containment building, Nuclear Engineering and Design, vol.227, pp.143-153, 2004. ,
Behavior of concrete under biaxial stress, ACI J. Proc, vol.66, issue.8, pp.656-666, 1969. ,
Fracture Mechanics of Concrete. Martinus Nijhoff editor, The Netherlands, 1984. ,
´ Etude expériementale du comportement mécanique d'un Béton FibréFibréà Ultra Hautes Performances (BFUHP) en traction biaxiale, 2002. ,
A modified three-surface elasto-plastic cap model and its numerical implementation, Computers & Structures, vol.85, issue.7-8, pp.419-430, 2007. ,
DOI : 10.1016/j.compstruc.2006.10.001
On multi-surfaces plasticity and rankine model, Proceedings of CIMNE, 1997. ,
ModélisationModélisationà l'´ echelle mesocopique du comportement hydro-mécanique des matériauxmatériauxà matrice cimentaire, 2009. ,