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Volumn 65, Issue 2-3, 2000, Pages 283-298

Computational aspects of the discontinuous deformation analysis framework for modelling concrete fracture

Author keywords

Concrete; DDA; Failure indicator; Fracturing; Prescribed displacement

Indexed keywords

CONCRETE CONSTRUCTION; CONTINUUM MECHANICS; DEFORMATION; EIGENVALUES AND EIGENFUNCTIONS; FAILURE (MECHANICAL); FAILURE ANALYSIS; MATHEMATICAL MODELS; NUMERICAL METHODS; STRUCTURAL ANALYSIS;

EID: 0033901831     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0013-7944(99)00121-6     Document Type: Article
Times cited : (90)

References (16)
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    • Meguro K, Tagel-Din T. A new simplified and efficient technique for fracture behaviour analysis of concrete. In: Mihashi H, Rokugo K, editors, Fracture mechanics of concrete structures (FRAMCOS-3), Aedificatio, 1999, pp. 911-20.
    • (1999) Fracture Mechanics of Concrete Structures (FRAMCOS-3) , pp. 911-920
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.