An innovative approach for bond strength modeling in FRP strip-to-concrete joints using adaptive neuro–fuzzy inference system
Author:
Publisher
Springer Science and Business Media LLC
Subject
Computer Science Applications,General Engineering,Modeling and Simulation,Software
Link
http://link.springer.com/content/pdf/10.1007/s00366-019-00751-y.pdf
Reference49 articles.
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3. Maalej M, Goh W, Paramasivam P (2001) Analysis and design of FRP externally-reinforced concrete beams against debonding-type failures. Mater Struct 34(7):418–425. https://doi.org/10.1007/BF02482288
4. Gunes O, Buyukozturk O, Karaca E (2009) A fracture-based model for FRP de-bonding in strengthened beams. Eng Fract Mech 76(12):1897–1909. https://doi.org/10.1016/j.engfracmech.2009.04.011
5. Patel MR, Tank TG, Vasanwala SA, Modhera CD (2015) Assessment of debonding load for RC beam strengthened with pre-designed CFRP strip mechanism. In: Matsagar V (ed) Advances in structural engineering. Springer, New Delhi, pp 1971–1985
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