ACI Committee 440. (2015). Guide for the design and construction of structural concrete reinforced with FRP bars. ACI 440.1R-15. Farmington Hills, MI. https://doi.org/10.1061/40753(171)158.
AL-Mahmoud, F., Castel, A., François, R., & Tourneur, C. (2007). Effect of surface pre-conditioning on bond of carbon fibre reinforced polymer rods to concrete. Cement and Concrete Composites, 29(9), 677–689. https://doi.org/10.1016/j.cemconcomp.2007.04.010
Arias, J. P. M., Vazquez, A., & Escobar, M. M. (2012). Use of sand coating to improve bonding between GFRP bars and concrete. Journal of Composite Materials, 46(February), 2271–2278. https://doi.org/10.1177/0021998311431994
Baena, M., Torres, L., Turon, A., & Barris, C. (2009). Experimental study of bond behaviour between concrete and FRP bars using a pull-out test. Composites Part B: Engineering, 40(8), 784–797. https://doi.org/10.1016/j.compositesb.2009.07.003
Balázs, G. L., & Borosnyói, A. (2001). Long-term behavior of FRP. In ASCE Proceedings of the Int. Workshop Composites in Construction A Reality (pp. 84–91). Capri, Italy: 20–21 July 2001.
Borosnyói, A. (2014). Use of corrosion resistant Fibre Reinforced Polymer (FRP) reinforcements for the substitution of steel bars in concrete. Korróziósfigyelő, 54(1), 3–15.
Cosenza, E., Manfredi, G., & Realfonzo, R. (1995). Analytical modelling of bond between FRP reinforcing bars and concrete. In L. Taerwe (Ed.), Non-metalic (FRP) reinforcement for concrete structure (pp. 164–171). London: E & FN Spon. https://doi.org/10.1145/2505515.2507827
CSA-S806-12. (2012). Design and construction of building structures with fibre-reinforced polymers. Mississauga, Ontario, Canada: Canadian Standards Association.
Ehsani, M. R., Saadatmanesh, H., & Tao, S. (1996). Design recommendations for bond of GFRP rebars to concrete. Journal of Structural Engineering, 247–254.
Focacci, F., Nanni, A., & Bakis, C. E. (2000). Local bond-slip relationship for FRP reinforcement in concrete. Journal of Composites for Construction, (February), 24–31.
Guadagnini, M., Pilakoutas, K., Waldron, P., & Achillides, Z. (2004). Tests for the evaluation of bond properties of FRP bars in concrete. In 2nd International Conference on FRP Composites in Civil Engineering (CICE 2004) (pp. 343–350). Adelaide.
Hao, Q., Wang, Y., He, Z., & Ou, J. (2009). Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete. Construction and Building Materials, 23(2), 865–871. https://doi.org/10.1016/j.conbuildmat.2008.04.011
Hollaway, L. C. (2010). A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Construction and Building Materials, 24(12), 2419–2445. https://doi.org/10.1016/j.conbuildmat.2010.04.062
Japanese Society of Civil Engineers (JSCE). (1997). Recommendations for design and construction for concrete structures using continuous fibre reinforcing materials. Concrete Engineering Series, (23).
Krzywoń, R. (2016). Temperature in the adhesive layer of externally bonded composite reinforcement heated by the sun. Architecture Civil Engineering Environment, 9(1), 79–84.
Lee, J. Y., Kim, T. Y., Kim, T. J., Yi, C. K., Park, J. S., You, Y. C., & Park, Y. H. (2008). Interfacial bond strength of glass fiber reinforced polymer bars in high-strength concrete. Composites Part B: Engineering, 39(2), 258–270. https://doi.org/10.1016/j.compositesb.2007.03.008
Lublóy, É., Balázs, G. L., Borosnyói, A., & Nehme, S. G. (2005). Bond of CFRP wires under elevated temperature. In Bond Behaviour of FRP in Structures (pp. 163–167). 7-9 Dec. 2005.
Pawlowski, D., & Szumigala, M. (2015). Numerical study of the flexural behaviour of GFRP RC beams. Architecture Civil Engineering Environment, 8(2), 71–76.
Pour, S. M., Alam, M. S., & Milani, A. S. (2016). Improved bond equations for Fiber-Reinforced Polymer bars in concrete. Materials, 9(737), 1–14. https://doi.org/10.3390/ma9090737
Przygocka, M., Lasek, K., & Kotynia, R. (2015). Strengthening of RC slabs with prestressed and non-prestressed NSM CFRP strips. Architecture Civil Engineering Environment, 8(3), 79–86.
Raicic, V., Ibell, T., Darby, A., Evernden, M., & Orr, J. (2015). Behaviour of Deep Embedded FRP/Steel bars. In SMAR 2015 – The Third Conference on Smart Monitoring, Assessment and Rehabilitation of Structures (pp. 1–8). Antalya, Turkey.
Robert, M., & Benmokrane, B. (2010). Effect of aging on bond of GFRP bars embedded in concrete. Cement and Concrete Composites, 32(6), 461–467. https://doi.org/10.1016/j.cemconcomp.2010.02.010
Sólyom, S., & Balázs, G. L. (2016). Influence of FRC on bond characteristics of FRP reinforcement. In 11th fib International PhD Symposium in Civil Engineering (pp. 271–278). Tokyo, J.
Tighiouart, B., Benmokrane, B., & Gao, D. (1998). Investigation of bond in concrete member with fibre reinforced polymer (FRP) bars. Construction and Building Materials, 12(8), 453–462. https://doi.org/10.1016/S0950-0618(98)00027-0
Veljkovic, A., Carvelli, V., Haffke, M. M., & Pahn, M. (2017). Concrete cover effect on the bond of GFRP bar and concrete under static loading. Composites Part B: Engineering, 124, 40–53. https://doi.org/10.1016/j.compositesb.2017.05.054
VRod. (2013). V-Rod standard straight bars. Retrieved from http://www.vrodcanada.com/product-data/gfrp/v-rod-40gpa-gi-technical-specifications. Downloaded: August 2017
Yan, F., Lin, Z., & Yang, M. (2016). Bond mechanism and bond strength of GFRP bars to concrete: A review. Composites Part B: Engineering, 98, 56–69. https://doi.org/10.1016/j.compositesb.2016.04.068