Comparison of the quasi-static method and the dynamic method for simulating fracture processes in concrete

Computational Mechanics

Volumn 41, Issue 5, 2008, Pages 647-660

  Liu, J X ^a   Deng, S C ^a   Liang, N G ^a  

^a INSTITUTE OF MECHANICS   (China)

Author keywords

Concrete; Fracture; Generalized beam lattice model; Inertia effects; Quasi static and dynamic method

Indexed keywords

COMPUTER SIMULATION; CRACK PROPAGATION; FRACTURE; MATHEMATICAL MODELS; NUMERICAL METHODS; TENSILE TESTING;

CONCRETE PANELS; GENERALIZED BEAM LATTICE MODELS; INERTIA EFFECTS; QUASI-STATIC PROCEDURE;

CONCRETES;

EID: 38549145008     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00466-007-0221-7     Document Type: Article

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