A meso-scale analysis method for the simulation of nonlinear damage and failure behavior of reinforced concrete members

International Journal of Damage Mechanics

Volumn 22, Issue 6, 2013, Pages 878-904

  Du, Xiuli ^a   Jin, Liu ^a   Ma, Guowei ^b  

^a BEIJING UNIVERSITY OF TECHNOLOGY   (China)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

failure behavior; heterogeneity; meso element equivalent method; meso scale; reinforced concrete column; Reinforced concrete members; size effect

Indexed keywords

FAILURE BEHAVIORS; HETEROGENEITY; MESO-ELEMENT EQUIVALENT METHOD; MESOSCALE; REINFORCED CONCRETE COLUMN; REINFORCED CONCRETE MEMBER; SIZE EFFECTS;

COMPUTER SIMULATION; CONCRETE CONSTRUCTION; CONCRETES; FRACTURE; MECHANICAL PROPERTIES; REINFORCED CONCRETE;

BUCKLING;

EID: 84881452653     PISSN: 10567895     EISSN: 15307921     Source Type: Journal    
DOI: 10.1177/1056789512468915     Document Type: Article

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