Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams

M.A.H. Hassanen, M. Raoof, J.G. Teng (Editor)

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

The paper examines the effect of variations in the magnitude of Young's modulus and ultimate tensile strength of fiber reinforced plastic (FRP) plates on the potential changes in the flexural ultimate load of simply supported reinforced concrete (RC) beams with externally bonded FRP plates in the absence and/or presence of plate peeling. Provided also is a quantitative treatment of the critical values of the FRP modulus of elasticity associated with various failure mode transitions or changes.
LanguageEnglish
Title of host publicationFRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering
Place of PublicationOxford, United Kingdom
Pages457-465
Number of pages8
Publication statusPublished - 2001

Fingerprint

Fiber reinforced plastics
Failure modes
Reinforced concrete
Tensile strength
Elastic moduli
Peeling

Keywords

  • bridges
  • failure analysis
  • fiber reinforced materials
  • flexure
  • improvements
  • modulus of elasticity
  • quantitative analysis
  • reinforced concrete
  • fiber reinforced plastic
  • concrete beam

Cite this

Hassanen, M. A. H., Raoof, M., & Teng, J. G. (Ed.) (2001). Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. In FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering (pp. 457-465). Oxford, United Kingdom.
Hassanen, M.A.H. ; Raoof, M. ; Teng, J.G. (Editor). / Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering. Oxford, United Kingdom, 2001. pp. 457-465
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Hassanen, MAH, Raoof, M & Teng, JG (ed.) 2001, Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. in FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering. Oxford, United Kingdom, pp. 457-465.

Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. / Hassanen, M.A.H.; Raoof, M.; Teng, J.G. (Editor).

FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering. Oxford, United Kingdom, 2001. p. 457-465.

Research output: Chapter in Book/Report/Conference proceedingChapter

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Hassanen MAH, Raoof M, Teng JG, (ed.). Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. In FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering. Oxford, United Kingdom. 2001. p. 457-465