Corpus ID: 16615398

DEBONDING FAILURES OF RC BEAMS STRENGTHENED WITH EXTERNALLY BONDED FRP REINFORCEMENT: BEHAVIOUR AND MODELLING

@inproceedings{Teng2007DEBONDINGFO,
  title={DEBONDING FAILURES OF RC BEAMS STRENGTHENED WITH EXTERNALLY BONDED FRP REINFORCEMENT: BEHAVIOUR AND MODELLING},
  author={Jin-guang Teng and Jian fei Chen},
  year={2007}
}
  • Jin-guang Teng, Jian fei Chen
  • Published 2007
  • Materials Science
  • Both the flexural and shear strengths of reinforced concrete (RC) beams can be substantially enhanced using externally bonded fibre reinforced polymer (FRP) composites. Failures of such FRP-strengthened RC beams often occur by debonding of the FRP plate from the RC beam in a number of forms. Despite numerous theoretical and experimental studies on debonding failures of FRP-strengthened RC beams, considerable uncertainty still exists with the understanding of the failure mechanisms and with the… CONTINUE READING

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