Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part II: Numerical simulations

International Journal of Impact Engineering

Volumn 36, Issue 12, 2009, Pages 1335-1345

  Li, Q M ^a,b   Lu, Y B ^a   Meng, H ^c  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

^b BEIJING INSTITUTE OF TECHNOLOGY   (China)

^c Wuhan Communications Basic Construct Project Quality Supervision Station   (China)

Author keywords

Compressive strength; Concrete like materials; Kinetic friction model; Numerical simulation; Split Hopkinson pressure bar

Indexed keywords

AXIAL STRAIN; BRITTLE MATERIALS; COMPRESSIVE STRENGTH OF CONCRETE; CONCRETE-LIKE MATERIALS; DYNAMIC INCREASE FACTOR; FRICTION MODELS; HIGH STRAINS; KINETIC FRICTION; KINETIC FRICTION MODEL; NUMERICAL MODELS; NUMERICAL SIMULATION; RADIAL CONFINEMENT; SHPB TEST; SPLIT HOPKINSON PRESSURE BAR; SPLIT HOPKINSON PRESSURE BAR TEST; SPLIT HOPKINSON PRESSURE BARS;

BRIDGE DECKS; COMPUTER SIMULATION LANGUAGES; CONCRETES; DYNAMIC MODELS; EXPERIMENTS; FRICTION; MATERIALS; MECHANICAL TESTING; METALLIC GLASS; SIMULATORS; STRAIN RATE; TRIBOLOGY;

COMPRESSIVE STRENGTH;

EID: 68149106044     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2009.04.010     Document Type: Article

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