Prediction of dynamic modulus and phase angle of stone-based composites using a micromechanical finite-element approach

Journal of Materials in Civil Engineering

Volumn 22, Issue 6, 2010, Pages 618-627

  Dai, Qingli ^a  

^a Michigan Technological University   (United States)

Author keywords

Aggregates; Asphalts; Composites; Dynamic modulus; Finite element method; Micromechanics; Mixtures; Phase angle; Viscoelasticity

Indexed keywords

ASPHALT MASTIC; ASPHALT MIXTURE; COMPOSITES; COMPUTATIONAL TOOLS; CYCLIC LOADINGS; DYNAMIC MODULI; DYNAMIC MODULUS; FE MODEL; FE-SIMULATION; FINITE-ELEMENT APPROACH; FINITE-ELEMENT MODELS; FREQUENCY RANGES; GENERALIZED MAXWELL MODEL; GOOD CORRELATIONS; IMAGE SAMPLES; MICRO-MECHANICAL; NON-LINEAR REGRESSION ANALYSIS; NUMERICAL CALIBRATION; ON DYNAMICS; PHASE ANGLES; SIMULATION RESULT; SURFACE IMAGE; TEST DATA; VISCOELASTIC PROPERTIES; VISCOELASTIC PROPERTIES OF ASPHALT;

AGGREGATES; ASPHALT; ELASTICITY; FORECASTING; MICROMECHANICS; MICROSTRUCTURE; MIXTURES; REGRESSION ANALYSIS; TWO DIMENSIONAL; VISCOELASTICITY; VISCOSITY;

FINITE ELEMENT METHOD;

AGGREGATE; ASPHALT; COMPOSITE; COMPUTER SIMULATION; CYCLIC LOADING; DEFORMATION MECHANISM; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MICROMECHANICS; MICROSTRUCTURE; NUMERICAL MODEL; PREDICTION; REGRESSION ANALYSIS; ROCK MECHANICS; TWO-DIMENSIONAL MODELING; VIBRATION; VISCOELASTICITY;

EID: 77955630318     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000062     Document Type: Article

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