Viscoelastoplastic continuum damage model application to thermal cracking of asphalt concrete

Journal of Materials in Civil Engineering

Volumn 17, Issue 4, 2005, Pages 384-392

  Chehab, Ghassan R ^a   Kim, Y Richard ^b  

^a Dept of Civil and Environmental Engineering ^*  (United States)

^b North Carolina State University   (United States)

Author keywords

Asphalt pavements; Cracking; Thermal factors; Viscoelasticity; Viscoplasticity

Indexed keywords

ASPHALT PAVEMENTS; CONTINUUM MECHANICS; MATHEMATICAL MODELS; MICROCRACKING; STRAIN RATE; TENSILE TESTING; THERMAL EFFECTS; VISCOELASTICITY; VISCOPLASTICITY;

ASPHALT CONCRETE; LINEAR VISCOELASTIC (LVE); SUPERPOSITION PRINCIPLE; THERMAL CRACKING; THERMAL STRAIN RESTRAINED SPECIMEN TENSILE (TSRST); VISCOELASTOPLASTIC CONTINUUM DAMAGE (VEPCD);

CONCRETE PAVEMENTS;

ASPHALT; FRACTURE MECHANICS;

EID: 25444531128     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2005)17:4(384)     Document Type: Article

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