Size of FRP laminates to strengthen reinforced concrete sections in flexure

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 152, Issue 3, 2002, Pages 225-233

  Ashour, A F ^a  

^a UNIVERSITY OF BRADFORD   (United Kingdom)

Author keywords

Buildings, structure and design; Codes of practice and standards; Concrete structures; Stress analysis

Indexed keywords

BENDING STRENGTH; CONCRETE BEAMS AND GIRDERS; DUCTILITY; FAILURE (MECHANICAL); FIBER REINFORCED MATERIALS; LAMINATES; STEEL; STRAIN;

TENSILE RUPTURE;

REINFORCED CONCRETE;

BEAM; REINFORCED CONCRETE;

EID: 0036695862     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2002.152.3.225     Document Type: Article

References (18)

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7. Brittle failure and bond development length of CFRP-concrete beams
8. Concrete beams strengthened with externally bonded FRP plates
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11. RC beams strengthened with GFRP plates. I: Experimental study
12. Strengthening of initially loaded reinforced concrete beams using FRP plates
13. Debonding of carbon-fibre-reinforced polymer plate from concrete beams
14. Strengthening of RC beams with epoxy-bonded-fibre-composite materials
15. Analysis of reinforced concrete beams strengthened with FRP laminates