Analysis of concrete beams prestressed and post-tensioned with externally unbonded carbon fiber reinforced polymer tendons

Canadian Journal of Civil Engineering

Volumn 32, Issue 6, 2005, Pages 1138-1151

  Abdel Aziz, Mohamad ^a   Abdel Sayed, George ^a   Ghrib, Faouzi ^a   Grace, Nabil F ^b   Madugula, Murty K S ^a  

^a UNIVERSITY OF WINDSOR   (Canada)

^b Lawrence Technological University ^*  (United States)

Author keywords

Bonded CFRP tendons; Concrete; Post tensioning; Unbonded CFRP tendons

Indexed keywords

BEARING CAPACITY; CARBON FIBER REINFORCED PLASTICS; CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; PRESTRESSED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

CARBON FIBER REINFORCED POLYMER (CFRP) TENDONS; LOAD CARRYING CAPACITY; LOAD-DEFLECTION CHARACTERISTICS; POST TENSIONING CONCRETE STRUCTURES;

CONCRETE BEAMS AND GIRDERS;

BEARING CAPACITY; CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; PRESTRESSED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

CIVIL ENGINEERING;

EID: 32944471257     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l05-071     Document Type: Article

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