Microstructural Modeling Method for Asphalt Specimens Supporting 3D Adaptive and Automatic Mesh Generation

AbstractTo further facilitate the automation and computational efficiency in asphalt mixture micromechanical simulation using finite-element methods, this paper develops a three-dimensional (3D) microstructural modeling method for asphalt mixture to automatically generate the adaptive 3D finite-element mesh. The methodology contains three main steps, as follows: (1) two-dimensional (2D) enclosed outlines in every X-ray computed tomography (CT) image of the specimens are detected with shape features of outlines and grayscale discrepancy between each two different phase pixels; (2) for each independent geometric solid such as aggregate particle and air void in a specimen, the mapping between the solid and its outlines on various layers is established, so that the 3D model of each solid is constructed; and (3) models of the same phase are assembled into a specific substructure model. The specimen microstructure model is finally obtained with appropriate Boolean operations towards specific substructure models...

[1]  Qingli Dai,et al.  Prediction of Creep Stiffness of Asphalt Mixture with Micromechanical Finite-Element and Discrete-Element Models , 2007 .

[2]  Eyad Masad X-ray computed tomography of aggregates and asphalt mixes , 2004 .

[3]  J. D. Frost,et al.  Microstructure Study of WesTrack Mixes from X-Ray Tomography Images , 2001 .

[4]  John M. Boone,et al.  Development of a micromechanical finite element model from computed tomography images for shear modulus simulation of asphalt mixtures , 2012 .

[5]  Yu Liu,et al.  Viscoelastic Model for Discrete Element Simulation of Asphalt Mixtures , 2009 .

[6]  Zhanping You,et al.  Review of advances in micromechanical modeling of aggregate–aggregate interactions in asphalt mixtures , 2007 .

[7]  Ala Abbas,et al.  Modelling asphalt mastic stiffness using discrete element analysis and micromechanics-based models , 2005 .

[8]  Dallas N. Little,et al.  Computations of particle surface characteristics using optical and X-ray CT images , 2005 .

[9]  Qingli Dai,et al.  Two- and three-dimensional micromechanical viscoelastic finite element modeling of stone-based materials with X-ray computed tomography images , 2011 .

[10]  Sanjeev Adhikari Simulation of mechanical behavior of asphalt concrete: Two-dimensional and three-dimensional micromechanics-based discrete element models , 2008 .

[11]  John B. Metcalf,et al.  Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models , 2005 .

[12]  J. S. Lai,et al.  Three-Dimensional Digital Representation of Granular Material Microstructure from X-Ray Tomography Imaging , 2004 .

[13]  Qingli Dai,et al.  Prediction of Dynamic Modulus and Phase Angle of Stone-Based Composites Using a Micromechanical Finite-Element Approach , 2010 .

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

[15]  Qingli Dai,et al.  A micromechanical finite element model for linear and damage‐coupled viscoelastic behaviour of asphalt mixture , 2006 .

[16]  Qingli Dai,et al.  A comparison of micro-mechanical modeling of asphalt materials using finite elements and doublet mechanics , 2005 .

[17]  Zhanping YouZ. You,et al.  Dynamic complex modulus predictions of hot-mix asphalt using a micromechanical-based finite element model , 2007 .

[18]  Qingbin Li,et al.  Quantification and Simulation of Particle Kinematics and Local Strains in Granular Materials Using X-Ray Tomography Imaging and Discrete-Element Method , 2008 .

[19]  Eyad Masad,et al.  MICROSTRUCTURAL FINITE-ELEMENT ANALYSIS OF INFLUENCE OF LOCALIZED STRAIN DISTRIBUTION ON ASPHALT MIX PROPERTIES , 2002 .