Development of Efficient Prediction Model of FRP-to-Concrete Bond Strength Using Curve Fitting and ANFIS Methods
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08328-0.pdf
Reference73 articles.
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2. Hollaway, L.C.: A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Constr. Build. Mater. 24(12), 2419–2445 (2010). https://doi.org/10.1016/j.conbuildmat.2010.04.062
3. Hawileh, R.A.; Nawaz, W.; Abdalla, J.A.: Flexural behavior of reinforced concrete beams externally strengthened with Hardwire Steel-Fiber sheets. Constr. Build. Mater. 172, 562–573 (2018). https://doi.org/10.1016/j.conbuildmat.2018.03.225
4. Zhang, W.; Kang, S.; Huang, Y.; Liu, X.: Behavior of reinforced concrete beams without stirrups and strengthened with basalt fiber-reinforced polymer sheets. J. Compos. Constr. 27(2), 4023007 (2023). https://doi.org/10.1061/JCCOF2.CCENG-4082
5. Rasheed, H.A.: Strengthening design of reinforced concrete with FRP. CRC Press (2014). https://doi.org/10.1201/b17968
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