Predicting the Bond Strength Between Concrete and Glass Fiber-Reinforced Polymer Bars Using Soft Computing Models
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01125-7.pdf
Reference93 articles.
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2. ACI 440.1R-15 (2015) Guide for the design and construction of structural concrete reinforced with FRP bars, American Concrete Institute, Farmington Hills, Michigan
3. Ahmadi M, Naderpour H, Kheyroddin A (2017) ANN model for predicting the compressive strength of circular steel-confined concrete. Int J Civ Eng 15:213–221. https://doi.org/10.1007/s40999-016-0096-0
4. Aiello MA, Leone M, Pecce M (2007) Bond performances of FRP rebars-reinforced concrete. J Mater Civ Eng ASCE 19(3):205–213. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:3(205)
5. Akbarzadeh Bengar H, Ahmadi Zarrinkolaei F, Bozorgnasab M (2021) Shear capacity of lightweight concrete beam reinforced with glass fiber-reinforced polymer bars. Iran J Sci Technol Trans Civ Eng 45:1565–1574. https://doi.org/10.1007/s40996-020-00457-y
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