Design approach for carbon fiber-reinforced polymer prestressed concrete bridge beams

ACI Structural Journal

Volumn 100, Issue 3, 2003, Pages 365-376

  Grace, Nabil F ^a   Singh, S B ^a  

^a Lawrence Technological University ^*  (United States)

Author keywords

Beam; Carbon; Ductility; Fiber; Polymer; Prestressed concrete; Reinforcement ratio

Indexed keywords

BEARING CAPACITY; BOND STRENGTH (MATERIALS); CARBON FIBER REINFORCED PLASTICS; CONCRETE BRIDGES; CONCRETE REINFORCEMENTS; CONCRETE TESTING; DEFLECTION (STRUCTURES); PRESTRESSED CONCRETE; PRESTRESSING; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

CARBON FIBER REINFORCED POLYMER; PRESTRESSED CONCRETE BRIDGE BEAMS; PRETENSIONING; TEST BEAM; ULTIMATE LOAD DEFLECTION;

PRESTRESSED BEAMS AND GIRDERS;

EID: 0038754966     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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