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Volumn 118, Issue 2, 2002, Pages 145-162

Numerical study of mixed-mode fracture in concrete

Author keywords

Concrete; Crack band approach; Finite elements; Microplane model; Mixed mode fracture

Indexed keywords

CONCRETES; CRACK INITIATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS;

EID: 0344088300     PISSN: 03769429     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1022886127806     Document Type: Article
Times cited : (48)

References (27)
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  • 6
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    • (1990) Journal of Engineering Mechanics, ASCE , vol.116 , Issue.11 , pp. 2485-2504
    • Bažant, Z.P.1    Ožbolt, J.2
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    • Bažant, Z.P. (1991). Why continuum damage is nonlocal: micromechanics arguments. Journal of Engineering Mechanics, ASCE 117(5), 1070-1087.
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    • Bažant, Z.P.1
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    • (2001) International Journal of Solids and Structures , vol.38 , pp. 2921-2931
    • Carol, I.1    Jirásek, M.2    Bažant, Z.P.3
  • 15
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    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
    • Hillerborg, A., Moder, M. and Petersson, P.E. (1976). Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements. Cement and Concrete Research 6, 773-782.
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    • (1987) SEM-RILEM Fracture of Concrete and Rock , pp. 192-207
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.