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Volumn 12, Issue 2, 2000, Pages 105-112

Continuum damage mechanics-based fatigue model of asphalt concrete

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; CONTINUUM MECHANICS; CYCLIC LOADS; ELASTICITY; FATIGUE OF MATERIALS; MATHEMATICAL MODELS; REGRESSION ANALYSIS; STRAIN; TENSILE STRESS; VISCOELASTICITY;

EID: 0033825516     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2000)12:2(105)     Document Type: Article
Times cited : (155)

References (16)
  • 8
    • 0003647402 scopus 로고    scopus 로고
    • Uniaxial constitutive modeling of asphalt concrete using viscoelasticity and continuum damage theory
    • PhD Dissertation, North Carolina State University, Raleigh, N.C.
    • (1996)
    • Lee, H.J.1
  • 11
    • 0004234003 scopus 로고
    • Development of a nonlinear thermo-viscoelastic constitutive equation for particulate composites with growing damage
    • PhD Dissertation, University of Texas, Austin, Tex
    • (1994)
    • Park, S.W.1
  • 13
    • 0016544578 scopus 로고
    • A theory of crack initiation and growth in viscoelastic media, Part III: Analysis of continuous growth
    • (1975) Int. J. Fracture , vol.11 , pp. 549-562
    • Schapery, R.A.1
  • 15
    • 0021468716 scopus 로고
    • Correspondence principles and a generalized J-integral for large deformation and fracture analysis of viscoelastic media
    • (1984) Int. J. Fracture , vol.25 , pp. 195-223
    • Schapery, R.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.