A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material

Engineering Fracture Mechanics

Volumn 73, Issue 18, 2006, Pages 2829-2848

  Song, Seong Hyeok ^a   Paulino, Glaucio H ^a   Buttlar, William G ^a  

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

Author keywords

Asphalt concrete; Bilinear cohesive zone model; Compliance; Convergence; Crack propagation; Fracture; Rate effects; User element (UEL)

Indexed keywords

ASPHALT; CONVERGENCE OF NUMERICAL METHODS; CRACK PROPAGATION; FRACTURE; MATHEMATICAL MODELS; STRENGTH OF MATERIALS; VISCOELASTICITY;

ASPHALT CONCRETE; BILINEAR COHESIVE ZONE MODEL; COHESIVE FRACTURE; FINITE MATERIAL STRENGTH; VISCOELASTIC BULK MATERIAL;

CONCRETES;

ASPHALT; CONCRETES; CONVERGENCE OF NUMERICAL METHODS; CRACK PROPAGATION; FRACTURE; MATHEMATICAL MODELS; STRENGTH OF MATERIALS; VISCOELASTICITY;

EID: 33748499333     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfracmech.2006.04.030     Document Type: Article

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