Flexural behavior of a carbon fiber-reinforced polymer prestressed decked bulb T-beam bridge system

Journal of Composites for Construction

Volumn 17, Issue 4, 2013, Pages 497-506

  Grace, Nabil ^a   Ushijima, Kenichi ^b   Baah, Prince ^a   Bebawy, Mena ^a  

^a Lawrence Technological Univ ^*  (United States)

^b Cable Technologies North America   (United States)

Author keywords

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

Indexed keywords

CARBON FIBER COMPOSITE CABLE; COMPRESSION FAILURE; FIBER REINFORCED POLYMERS; FLEXURAL BEHAVIOR; NUMERICAL INVESTIGATIONS; TRANSVERSE DIAPHRAGMS; ULTIMATE LIMIT STATE; ULTRA-HIGH-PERFORMANCE CONCRETE;

BRIDGE DECKS; CARBON FIBER REINFORCED PLASTICS; CRACKS; FASTENERS; FLANGES; HIGH PERFORMANCE CONCRETE; PRECAST CONCRETE; PRESTRESSED CONCRETE; STRUCTURAL INTEGRITY;

DIAPHRAGMS;

EID: 84880280185     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000345     Document Type: Article

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