Experimental study and analysis of a full-scale CFRP/CFCC double-tee bridge beam

PCI Journal

Volumn 48, Issue 4, 2003, Pages 120-139

  Grace, Nabil F ^a   Enomoto, Tsuyoshi ^b   Abdel Sayed, George ^c   Yagi, Kensuke ^d   Collavino, Loris ^e  

^a Lawrence Technological University ^*  (United States)

^b Tokyo Rope Manufacturing Co Ltd   (Japan)

^c UNIVERSITY OF WINDSOR   (Canada)

^d Mitsubishi CFP Inc ^*  (Japan)

^e Prestressed Systems Inc   (United States)

Author keywords

Anchorage; Bridges; CFCC strands; CFRP tendons; Composite materials; Deflection; Double tees; Flexural strength; Post tensioning; Prestressed concrete; Pretensioning forces; Research; Transfer length

Indexed keywords

BEARING CAPACITY; BENDING STRENGTH; BOND STRENGTH (MATERIALS); CARBON FIBER REINFORCED PLASTICS; COMPUTER SIMULATION; CONCRETE TESTING; FAILURE ANALYSIS; PREFABRICATED CONSTRUCTION; PRESTRESSED BEAMS AND GIRDERS; REINFORCEMENT; STRAIN; STRUCTURAL ANALYSIS;

CARBON FIBRE COMPOSITE CABLE; DOUBLE TEE BEAM; STRAIN DISTRIBUTION; STRUCTURAL REINFORCEMENT;

CONCRETE BRIDGES;

EID: 0041375587     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.07012003.120.139     Document Type: Article

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