Mesoscale analysis of failure in quasi‐brittle materials: comparison between lattice model and acoustic emission data
暂无分享,去创建一个
Peter Grassl | Ahmed Loukili | Jacqueline Saliba | David Grégoire | G. Pijaudier-Cabot | A. Loukili | P. Grassl | J. Saliba | J. Regoin | D. Grégoire | Laura Verdon | Vincent Lefort | Vincent Lefort | Laura Verdon | Jean‐Pierre Regoin | Gilles Pijaudier‐Cabot
[1] J. Bolander,et al. Fracture analyses using spring networks with random geometry , 1998 .
[2] P. Palange,et al. From the authors , 2007, European Respiratory Journal.
[3] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[4] M. Jirásek,et al. Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension , 2009, 0901.4636.
[5] John E. Bolander,et al. Modeling of phase interfaces during pre-critical crack growth in concrete , 2011 .
[6] Zdenek P. Bazant,et al. Interface element modeling of fracture in aggregate composites , 1987 .
[7] M. Tabbara,et al. RANDOM PARTICLE MODEL FOR FRACTURE OF AGGREGATE OR FIBER COMPOSITES , 1990 .
[8] Gilles Pijaudier-Cabot,et al. Progressive damage in discrete models and consequences on continuum modelling , 1996 .
[9] E. Landis. Micro–macro fracture relationships and acoustic emissions in concrete , 1999 .
[10] Jia-Liang Le,et al. Nonlocal boundary layer (NBL) model: overcoming boundary condition problems in strength statistics and fracture analysis of quasibrittle materials , 2010 .
[11] Peter Grassl,et al. A lattice approach to model flow in cracked concrete , 2008, 0809.2758.
[12] E. Rozière,et al. Size-independent fracture energy of concrete at very early ages by inverse analysis , 2013 .
[13] J.G.M. van Mier,et al. Damage distribution and size effect in numerical concrete from lattice analyses , 2011 .
[14] A. Loukili,et al. Experimental study of creep-damage coupling in concrete by acoustic emission technique , 2012 .
[15] A. Loukili,et al. Correlation between the internal length, the fracture process zone and size effect in model materials , 2005 .
[16] Gilles Pijaudier-Cabot,et al. Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: Mechanical tests and acoustic emission analysis , 2007 .
[17] Milan Jirásek,et al. Nonlocal integral formulations of plasticity and damage : Survey of progress , 2002 .
[18] F. Dufour,et al. Stress-based nonlocal damage model , 2011 .
[19] John E. Bolander,et al. Irregular lattice model for quasistatic crack propagation , 2005 .
[20] H. Ogura,et al. Tensile fracture process of Strain Hardening Cementitious Composites by means of three-dimensional meso-scale analysis , 2011 .
[21] F. Donze,et al. A discrete element model of concrete under high triaxial loading , 2011 .
[22] F. Donze,et al. Advances in Discrete Element Method Applied to Soil, Rock and Concrete Mechanics , 2009 .
[23] G. Cusatis,et al. Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory , 2011 .
[24] G. Cusatis,et al. Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation , 2011 .
[25] E. Landis,et al. EXPERIMENTS TO RELATE ACOUSTIC EMISSION ENERGY TO FRACTURE ENERGY OF CONCRETE , 2002 .
[26] Gilles Pijaudier-Cabot,et al. Boundary effect on weight function in nonlocal damage model , 2009 .
[27] Gilles Pijaudier-Cabot,et al. Failure and size effect for notched and unnotched concrete beams , 2013 .
[28] W. L. Tan,et al. Parameters and considerations in soft ground tunneling , 2003 .
[29] J. Mier,et al. Simple lattice model for numerical simulation of fracture of concrete materials and structures , 1992 .
[30] D. Lockner. The role of acoustic emission in the study of rock fracture , 1993 .
[31] Xiaozhi Hu,et al. Boundary effect on concrete fracture and non-constant fracture energy distribution , 2003 .
[32] Laurent Daudeville,et al. Influence of the reinforcement on penetration and perforation of concrete targets , 2009 .
[33] Peter Grassl,et al. Meso-scale modelling of the size effect on the fracture process zone of concrete , 2011, 1107.2311.
[34] Thomas T. C. Hsu,et al. Tensile Bond Strength Between Aggregate and Cement Paste or Mortar , 1963 .
[35] D. V. Griffiths,et al. Modelling of elastic continua using a grillage of structural elements based on discrete element concepts , 2001 .
[36] A. Loukili,et al. Fracture examination in concrete through combined digital image correlation and acoustic emission techniques , 2014 .
[37] John E. Bolander,et al. Irregular lattice models of fracture of multiphase particulate materials , 2006 .
[38] Gilles Pijaudier-Cabot,et al. CONTINUUM TO DISCONTINUUM TRANSITION DURING FAILURE IN NONLOCAL DAMAGE MODELS , 2012 .
[39] S. Roux,et al. Study of avalanches during the fracture of discrete models , 2003 .
[40] Gilles Pijaudier-Cabot,et al. Measurement of Characteristic Length of Nonlocal Continuum , 1989 .
[41] K. Otsuka,et al. Fracture process zone in concrete tension specimen , 2000 .
[42] Roux,et al. Fracture of disordered, elastic lattices in two dimensions. , 1989, Physical review. B, Condensed matter.