2D and 3D homogenization and fracture analysis of concrete based on in-situ X-ray Computed Tomography images and Monte Carlo simulations

[1]  Chuanzeng Zhang,et al.  3D meso-scale fracture modelling and validation of concrete based on in-situ X-ray Computed Tomography images using damage plasticity model , 2015 .

[2]  Gao Lin,et al.  Experimental and numerical study of the dependency of interface fracture in concrete–rock specimens on mode mixity , 2014, Engineering Fracture Mechanics.

[3]  G. Ma,et al.  Numerical simulation of dynamic tensile-failure of concrete at meso-scale , 2014 .

[4]  P. Mahajan,et al.  Finite element analysis for mechanical characterization of 4D inplane carbon/carbon composite with imperfect microstructure , 2014 .

[5]  C. Hellmich,et al.  Micromechanics of ITZ–Aggregate Interaction in Concrete Part I: Stress Concentration , 2014 .

[6]  A. Hassan,et al.  Experimental and numerical studies of size effects of Ultra High Performance Steel Fibre Reinforced Concrete (UHPFRC) beams , 2013 .

[7]  Jianzhuang Xiao,et al.  Effects of interfacial transition zones on the stress–strain behavior of modeled recycled aggregate concrete , 2013 .

[8]  L. J. Sluys,et al.  Mesoscopic Modeling and Simulation of the Dynamic Tensile Behavior of Concrete , 2013 .

[9]  Guowei Ma,et al.  A meso-scale analysis method for the simulation of nonlinear damage and failure behavior of reinforced concrete members , 2013 .

[10]  Ming Huang,et al.  X-ray tomography image-based reconstruction of microstructural finite element mesh models for heterogeneous materials , 2013 .

[11]  J. Mier,et al.  Concrete Fracture: A Multiscale Approach , 2012 .

[12]  Yong Lu,et al.  Mesoscopic analysis of concrete under excessively high strain rate compression and implications on interpretation of test data , 2012 .

[13]  Guangming Chen,et al.  On the finite element modelling of RC beams shear-strengthened with FRP , 2012 .

[14]  Jianbo Li,et al.  Seismic failure modeling of concrete dams considering heterogeneity of concrete , 2011 .

[15]  John E. Bolander,et al.  Modeling of phase interfaces during pre-critical crack growth in concrete , 2011 .

[16]  G.M. Chen,et al.  Finite-element modeling of intermediate crack debonding in FRP-plated RC beams , 2011 .

[17]  Sun-Myung Kim,et al.  Meso-scale computational modeling of the plastic-damage response of cementitious composites , 2011 .

[18]  Xiangting Su,et al.  Monte Carlo simulation of complex cohesive fracture in random heterogeneous quasi-brittle materials , 2009 .

[19]  Sanjeev Adhikari,et al.  Dynamic modulus simulation of the asphalt concrete using the X-ray computed tomography images , 2009 .

[20]  M. Jirásek,et al.  Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension , 2009, 0901.4636.

[21]  Hong Hao,et al.  Mesoscale modelling of concrete tensile failure mechanism at high strain rates , 2008 .

[22]  Hau-Kit Man,et al.  Size effect on strength and fracture energy for numerical concrete with realistic aggregate shapes , 2008 .

[23]  P. Grassl,et al.  A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading , 2008 .

[24]  B Notarberardino,et al.  An efficient approach to converting three-dimensional image data into highly accurate computational models , 2008, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[25]  Zhenjun Yang,et al.  A heterogeneous cohesive model for quasi-brittle materials considering spatially varying random fracture properties , 2008 .

[26]  Shuguang Li,et al.  Boundary conditions for unit cells from periodic microstructures and their implications , 2008 .

[27]  K. Uesugi,et al.  Three-dimensional visualization of ductile fracture in an Al–Si alloy by high-resolution synchrotron X-ray microtomography , 2008 .

[28]  Hau-Kit Man,et al.  Influence of particle density on 3D size effects in the fracture of (numerical) concrete , 2008 .

[29]  R. K. Mittal,et al.  Effect of architecture on mechanical properties of carbon/carbon composites , 2008 .

[30]  Antonio Aguado,et al.  Meso-structural study of concrete fracture using interface elements. II: compression, biaxial and Brazilian test , 2008 .

[31]  Miroslav Vořechovský,et al.  Interplay of size effects in concrete specimens under tension studied via computational stochastic fracture mechanics , 2007 .

[32]  Ignacio Carol,et al.  3D meso-structural analysis of concrete specimens under uniaxial tension , 2006 .

[33]  K. Scrivener,et al.  The Interfacial Transition Zone (ITZ) Between Cement Paste and Aggregate in Concrete , 2004 .

[34]  George Z. Voyiadjis,et al.  Quantification of damage parameters using X-ray tomography images , 2003 .

[35]  Leslie George Tham,et al.  Finite element modeling of geomaterials using digital image processing , 2003 .

[36]  J. Mier,et al.  3D lattice type fracture model for concrete , 2003 .

[37]  E. Garboczi.  Three-dimensional mathematical analysis of particle shape using X-ray tomography and spherical harmonics: Application to aggregates used in concrete , 2002 .

[38]  Eyad Masad,et al.  CHARACTERIZATION OF AIR VOID DISTRIBUTION IN ASPHALT MIXES USING X-RAY COMPUTED TOMOGRAPHY , 2002 .

[39]  S. Baxter,et al.  Micromechanics based random material property fields for particulate reinforced composites , 2001 .

[40]  John C. Cripps,et al.  Aggregate-cement paste interface: Part I. Influence of aggregate geochemistry , 1999 .

[41]  Alberto Carpinteri,et al.  Three-dimensional fractal analysis of concrete fracture at the meso-level , 1999 .

[42]  Jeeho Lee,et al.  Plastic-Damage Model for Cyclic Loading of Concrete Structures , 1998 .

[43]  Noboru Kikuchi,et al.  Digital image-based modeling applied to the homogenization analysis of composite materials , 1997 .

[44]  N. Kikuchi,et al.  Homogenization theory and digital imaging: A basis for studying the mechanics and design principles of bone tissue , 1994, Biotechnology and bioengineering.

[45]  J H Keyak,et al.  Validation of an automated method of three-dimensional finite element modelling of bone. , 1993, Journal of biomedical engineering.

[46]  Ch. Zhang,et al.  Two-dimensional X-ray CT image based meso-scale fracture modelling of concrete , 2015 .

[47]  Mahmoud Mostafavi,et al.  Characterisation of 3d fracture evolution in concrete using in-situ X-ray computed tomography testing and digital volume correlation , 2013 .

[48]  Zhang Chuhan.  Study on concrete in macro-and meso-scale mechanical properties based on homogenization theory , 2009 .

[49]  Hau-Kit Man,et al.  Fracture of Foamed Cementitious Materials: A Combined Experimental and Numerical Study , 2009 .

[50]  Jian Cao,et al.  A dual homogenization and finite element approach for material characterization of textile composites , 2002 .

[51]  M.R.A. van Vliet,et al.  Experimental investigation of concrete fracture under uniaxial compression , 1996 .

[52]  Paulo J.M. Monteiro,et al.  Concrete: A three phase material , 1993 .

[53]  D. Hordijk.  TENSILE AND TENSILE FATIGUE BEHAVIOUR OF CONCRETE; EXPERIMENTS, MODELLING AND ANALYSES , 1992 .

[54]  S. Jansson,et al.  Homogenized nonlinear constitutive properties and local stress concentrations for composites with periodic internal structure , 1992 .

[55]  R. Vonk,et al.  Fracture of concrete under multiaxial stress-recent developments , 1991 .

[56]  E. Oñate,et al.  A plastic-damage model for concrete , 1989 .