PSI - Issue 28

Jamal A. Abdalla et al. / Procedia Structural Integrity 28 (2020) 2342–2349 Author name / Structural Integrity Procedia 00 (2019) 000–000

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 For SBN, SBM, SBL specimens, there were an increase in ultimate load of up to 56% and deflection of up to 63.5% compared to control beam.  Debonding of the CFRP plates happened in S-EBR specimen as expected.  Delamination was observed in SBN, SBM and SBL specimens which confirms that bore-epoxy anchor can eliminate the debonding in CFRP.  Failure of beams strengthened with bore-epoxy is more ductile than other control ones. Acknowledgements The support for the research presented in this paper had been partially provided by Riad Sadek Endowed Chair in Civil Engineering at the American University of Sharjah. The support is gratefully appreciated and acknowledged. The views and conclusions, expressed or implied, in this study are those of the authors and should not be interpreted as those of the donor or the institution. References Abdalla, J.A., A. A.-O., R Hawileh 2011. 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