Micromechanical Model for Heterogeneous Asphalt Concrete Mixtures Subjected to Fracture Failure

Journal of Materials in Civil Engineering

Volumn 23, Issue 1, 2011, Pages 30-38

  Aragão, Francisco Thiago S ^a   Kim, Yong Rak ^a   Lee, Junghun ^a   Allen, David H ^b  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

^b UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Asphalt concrete; Cohesive zone; Fracture; Heterogeneity; Viscoelasticity

Indexed keywords

ASPHALT CONCRETE MIXTURES; ASPHALT CONCRETES; ASPHALT MATERIALS; ASPHALT MIXTURE; COHESIVE ZONE FRACTURE; COHESIVE ZONES; COMPUTATIONAL MODEL; COMPUTATIONAL MODELING; CONSTITUTIVE RELATIONS; DIGITAL IMAGE TECHNIQUE; ELASTIC-VISCOELASTIC; FRACTURE DAMAGE; FRACTURE FAILURE; FRACTURE PROPERTY; HETEROGENEITY; INELASTIC MATERIALS; LABORATORY TEST; LENGTH SCALE; MICRO-SCALES; MICROMECHANICAL MODEL; MICROSTRUCTURAL DAMAGE; MIXTURE PERFORMANCE; MODEL SIMULATION; NUMERICAL PREDICTIONS; PARAMETRIC ANALYSIS; STRUCTURAL DISTRESS;

ASPHALT; COMPUTER SIMULATION; ELASTICITY; FINITE ELEMENT METHOD; MIXTURES; VISCOELASTICITY; VISCOSITY;

FRACTURE;

ASPHALT; COMPUTER SIMULATION; CONSTITUTIVE EQUATION; CRACKING; FAILURE ANALYSIS; FINITE ELEMENT METHOD; FRACTURE MECHANICS; MICROMECHANICS; MICROSTRUCTURE; NUMERICAL MODEL; VISCOELASTICITY;

EID: 78650259094     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000004     Document Type: Article

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