PSI - Issue 64

Luigi Granata et al. / Procedia Structural Integrity 64 (2024) 1073–1080 Luigi Granata, Francesco Ascione, Saverio Spadea / Structural Integrity Procedia 00 (2019) 000 – 000

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References 1. Spadea S., Orr J., Nanni A. New frontiers for the use of FRP reinforcement in geometrically complex concrete structures. In: Eight international conference on fibre-reinforced polymer (FRP) composites in civil engineering (CICE 2016); 2016: Hong Kong. 2. Spadea S., Orr J., Ibell T., Nanni A. Development of new FRP reinforcement for optimised concrete structures, 176, 244-253, 2017. 3. Spadea S., Orr J., Yang Y., Nanni A. Wound FRP shear reinforcement for concrete structures. J Compos Constr, 21, 2017. 4. Nanni A. Fiber-reinforced-plastic for concrete structures: Properties and applications, Elsevier Science, Amsterdam 1993. 5. Ascione L., Mancusi G., Spadea S. Flexural behaviour of concrete beams reinforced with GFRP bars. Strain, 46, 460-469, 2010. 6. Lupasteanu V., Taranu N., Popoaei S. Theoretical strength properties of unidirectional reinforced fiber reinforced polymer composites. Bul. Inst. Iasi, 6, 59-63,2013. 7. Ascione L, Razaqpur A.G., Spadea S. Effectiveness of FRP stirrups in concrete beams subject to shear. In: 7th international conference on FRP composites in civil engineering (CICE 2014); 2014. 8. Razaqpur A.G., Spadea S. Shear Strength of FRP Reinforced Concrete Members with Stirrups. Journal of Compos for Const, 1090 0268/04014025(15), 2014. 9. Lee C., Ko M., Lee Y. Bend strength of complete closed-type carbon fiber-reinforced polymer stirrups with rectangular section. J Compos Constr, 18, 2014. 10. Lee C., Lee S., Shin S. Shear capacity of RC beams with carbon fiber-reinforced polymer stirrups with rectangular section. J Compos Constr, 20, 2016. 11. Spadea S., Orr J., Ivanova K., Bend-strength of novel filament wound shear reinforcement, Compos Struct, 176, 244-253, 2017. 12. ACI 440.1RGuide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars American Concrete Institute, Farmington Hills, MI 2015. 13. Ueda T., Sato Y., Kakuta Y., Imamura A., Kanematsu H. Failure criteria for FRP rods subjected to a combination of tensile and shear forces. Tarwe L, editor, 2012. 14. ACI 440.3R. (2012) Guide test methods for fiber-reinforced polymers (FRPS) for reinforcing of strengthening concrete structures. Farmington Hills, MI: American Concrete Institute. 15. CSA S806. (2012) Design and construction of buildings components with fiber-reinforced polymers. Toronto, Ontario, Canada: Canadian Standard Association. 16. Cosenza E., Manfredi G., Realfonzo R. Behaviour and modelling of bond of FRP rebars to concrete. Compos Constr, 1, 40-51, 1997.