Tensile failure of micro-concrete: from mechanical tests to FE meso-model with the help of X-ray tomography

[1]  E. Andò,et al.  Phase segmentation of concrete x-ray tomographic images at meso-scale: Validation with neutron tomography , 2018 .

[2]  Jacek Tejchman,et al.  Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure , 2018 .

[3]  Stephen Hall,et al.  TomoWarp2: A local digital volume correlation code , 2017, SoftwareX.

[4]  T. Marrow,et al.  In-situ X-ray computed tomography characterisation of 3D fracture evolution and image-based numerical homogenisation of concrete , 2017 .

[5]  M. Briffaut,et al.  Influence of cement matrix porosity on the triaxial behaviour of concrete , 2016 .

[6]  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 .

[7]  Bernard Sonon,et al.  An advanced approach for the generation of complex cellular material representative volume elements using distance fields and level sets , 2015 .

[8]  J. Colliat,et al.  Meso-scale modeling of concrete: A morphological description based on excursion sets of Random Fields , 2015 .

[9]  J. Colliat,et al.  Multi-scale failure of heterogeneous materials: A double kinematics enhancement for Embedded Finite Element Method , 2015 .

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

[11]  Y. Ke,et al.  Experimental investigation of the effect of coarse aggregate shape and composition on concrete triaxial behavior , 2014 .

[12]  Gioacchino Viggiani,et al.  Experimental micromechanics: grain-scale observation of sand deformation , 2012 .

[13]  Laurent Daudeville,et al.  Compression triaxial behavior of concrete: the role of the mesostructure by analysis of X-ray tomographic images , 2012 .

[14]  Mohammadreza Yaghoobi,et al.  Mesoscale finite element prediction of concrete failure , 2011 .

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

[16]  Robert L. Taylor,et al.  FEAP - - A Finite Element Analysis Program , 2011 .

[17]  J. Tejchman,et al.  Calculations of fracture process zones on meso-scale in notched concrete beams subjected to three-point bending , 2010 .

[18]  Adnan Ibrahimbegovic,et al.  Failure of heterogeneous materials: 3D meso‐scale FE models with embedded discontinuities , 2010 .

[19]  Laurent Daudeville,et al.  A mesoscopic model for the behaviour of concrete under high confinement , 2009 .

[20]  Christophe Geuzaine,et al.  Gmsh: A 3‐D finite element mesh generator with built‐in pre‐ and post‐processing facilities , 2009 .

[21]  L. J. Sluys,et al.  Coupled-volume multi-scale modelling of quasi-brittle material , 2008 .

[22]  P. Wriggers,et al.  Mesoscale models for concrete: homogenisation and damage behaviour , 2006 .

[23]  S. Roux,et al.  Digital Image Correlation: from Displacement Measurement to Identification of Elastic Properties – a Review , 2005, physics/0511122.

[24]  Adrian Long,et al.  Influence of coarse aggregate on the permeation, durability and the microstructure characteristics of ordinary Portland cement concrete , 2005 .

[25]  Jean-François Remacle,et al.  A computational approach to handle complex microstructure geometries , 2003 .

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

[27]  L. J. Sluys,et al.  Three-dimensional embedded discontinuity model for brittle fracture , 2001 .

[28]  J. Oliver.  On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutive equations , 2000 .

[29]  Milan Jirásek,et al.  Comparative study on finite elements with embedded discontinuities , 2000 .

[30]  J. Oliver.  MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 2: NUMERICAL SIMULATION , 1996 .

[31]  E. Wilson.  The static condensation algorithm , 1974 .