Time-dependent deformations of concrete beams reinforced with CFRP bars

Composites Part B: Engineering

Volumn 31, Issue 6-7, 2000, Pages 577-592

  Arockiasamy, M ^a   Chidambaram, S ^a,b   Amer, A ^a   Shahawy, M ^c  

^a FLORIDA ATLANTIC UNIVERSITY   (United States)

^b Petro Mar Engineering of Texas Inc   (United States)

^c FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; CONCRETE TESTING; CORROSION RESISTANCE; CREEP; DEFLECTION (STRUCTURES); SHRINKAGE; STRUCTURAL ANALYSIS;

SERVICEABILITY; SUSTAINED LOADING;

REINFORCED CONCRETE;

EID: 0034540594     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1359-8368(99)00045-1     Document Type: Article

References (9)

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3. Bazant Z.P. Creep and shrinkage in concrete structures. Mathematical models for creep and shrinkage of concrete. 1982;Wiley, New York. p. 163-258.
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8. CEB-FIP. Evaluation of the time dependent behavior of concrete. Laussane, Switzerland, 1990.
9. Chidambaram S. Time dependent behavior of beams and columns reinforced with carbon FRP (CFRP), Masters Thesis, Florida Atlantic University, Boca Raton, FL. August, 1997.