Experimental study of CFRP-prestressed high-strength concrete bridge beams

Composite Structures

Volumn 49, Issue 2, 2000, Pages 191-200

  Stoll, Frederick ^a   E Saliba, Joseph ^b   E Casper, Laura ^a,b  

^a UNIVERSITY OF DAYTON RESEARCH INSTITUTE   (United States)

^b UNIVERSITY OF DAYTON   (United States)

Author keywords

Bending moment; Bridge beams; C Bar; Carbon fiber reinforced polymers; Composite; FRP; High strength concrete; Leadline; Prestressed; R ebar; Tendons; Ultimate strength tests

Indexed keywords

BENDING (DEFORMATION); CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; PRESTRESSED BEAMS AND GIRDERS; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

HIGH STRENGTH CONCRETE BRIDGE BEAMS; REINFORCING BARS (REBARS);

CONCRETE BRIDGES;

BRIDGE; CARBON FIBER; COMPOSITE PROPERTY; CONCRETE; FIBER REINFORCED COMPOSITE;

EID: 0033996195     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(99)00134-8     Document Type: Article

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