Discrete fracture modeling of asphalt concrete

International Journal of Solids and Structures

Volumn 46, Issue 13, 2009, Pages 2593-2604

  Kim, Hyunwook ^a   Buttlar, William G ^b  

^a SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Asphalt concrete; Bilinear cohesive zone model; Discrete element method; Fracture; Heterogeneous; Image processing

Indexed keywords

ASPHALT CONCRETE; ASPHALT MATERIALS; BILINEAR COHESIVE ZONE MODEL; BULK MATERIALS; COMPLEX MODULUS; CRACK INITIATION AND PROPAGATION; CRACK MECHANISMS; DISCRETE ELEMENT METHOD; DISCRETE FRACTURES; EXPERIMENTAL TESTS; FRACTURE BEHAVIORS; FRACTURE MECHANISMS; FRACTURE MODELING; FRACTURE MODELS; FRACTURE TESTS; HETEROGENEOUS; HETEROGENEOUS MATERIALS; HIGH-RESOLUTION IMAGE PROCESSING; INDIRECT TENSILE STRENGTHS; INPUT PARAMETERS; NUMERICAL MODELS; NUMERICAL SIMULATIONS; POTENTIAL CAPABILITIES; QUASI-BRITTLE MATERIALS; TEST CONDITIONS; TOUGHENING MECHANISMS; VISCOUS MATRIXES;

ASPHALT; BRITTLE FRACTURE; BRITTLENESS; CONCRETES; CRACK INITIATION; CRACKS; FRACTURE TESTING; GEOMORPHOLOGY; IMAGE PROCESSING; IMAGING SYSTEMS; MATERIALS; NUMERICAL METHODS; SURVEYING; TESTING; TOUGHENING; TRACKING RADAR;

MATHEMATICAL MODELS;

EID: 65349119467     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2009.02.006     Document Type: Article

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