Flexural behavior of CFRP precast prestressed decked bulb T-beams

Journal of Composites for Construction

Volumn 16, Issue 3, 2012, Pages 225-234

  Grace, Nabil ^a   Enomoto, Tsuyoshi ^b   Baah, Prince ^a   Bebawy, Mena ^a  

^a Lawrence Technological Univ ^*  (United States)

^b Tokyo Rope Manufacturing Co Ltd   (Japan)

Author keywords

Bridge decks; Fiber reinforced polymer; Precast concrete; Prestressed concrete

Indexed keywords

ABSORBED ENERGY; BRIDGE SUPERSTRUCTURE; CARBON FIBER COMPOSITE; CONTROL BEAMS; CONVENTIONAL STEEL; EXPERIMENTAL INVESTIGATIONS; FIBER REINFORCED POLYMERS; FLEXURAL BEHAVIOR; LIFE SPAN; PRE-CAST; PRE-STRESSED; REINFORCING BAR; T BEAMS; ULTIMATE LIMIT STATE;

BRIDGE DECKS; BRIDGES; CARBON; CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; CORROSION; FIBERS; PRECAST CONCRETE; REINFORCED CONCRETE; REINFORCEMENT; WIRE;

PRESTRESSED CONCRETE;

EID: 84862170437     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000266     Document Type: Article

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