Performance of bridge deck link slabs designed with ductile engineered cementitious composite

ACI Structural Journal

Volumn 101, Issue 6, 2004, Pages 792-801

  Kim, Yun Yong ^a   Fischer, Gregor ^b   Li, Victor C ^c  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

^b UNIVERSITY OF HAWAII   (United States)

^c UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Crack control; Deformation; Durability; Fatigue

Indexed keywords

BRIDGE DECKS; CONCRETE BRIDGES; CONCRETE TESTING; CRACK INITIATION; DEFLECTION (STRUCTURES); DEFORMATION; DUCTILITY; DURABILITY; FATIGUE OF MATERIALS; FIBER REINFORCED MATERIALS; STEEL CORROSION; STRUCTURAL DESIGN;

CRACK CONTROL; CYCLIC TEST; ENGINEERED CEMENTITIOUS COMPOSITE; LINK SLABS;

CONCRETE SLABS;

EID: 9444235626     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

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