[1] fib Bulletin 40/2007, FRP reinforcement in RC structures, technical report, International Federation for Structural Concrete (fib), 40/2007, 3–30.

[2] Pawłowski D., Szumigała M., Use of FRP reinforcement in building constructions, Przegląd Budowlany, 3/2014, 47–50 (in Polish).

[3] Kamińska M., The results of tests of composite bars made of BFRP and GFRP, Lodz University of Technology, 2012 (in Polish).

[4] Garbacz A., Łapko A., Urbański M., Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures, Procedia Engineering 57/2013, 1183-1191.

[5] Barris C., Torres L., Tauron A., Baena M., Catalan A., An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models, Composites Structures, 91/2009, 586–295.

[6] Nanni A., North American design guidelines for concrete reinforcement and strengthening using FRP: principals, applications and unresolved issues, Construction and Building Materials, 17/2003, 439–446.

[7] Kamińska M., The results of tests of bond between composite bars made of BFRP and GFRP and concrete, Lodz University of Technology, 2012 (in Polish).

[8] Fib Mocel Code, International Federation for Structural Concrete (fib), 2010, 257–259.

[9] Pawłowski D., Szumigała M., Flexural behaviour of full-scale basalt FRP RC beams – experimental and numerical studies, Procedia Engineering, 108/2015, 518–525.

[10] Barris C., Torres L., Miàs C., Vilanova I., Design of FRP reinforced concrete beams for serviceability requirements, Journal of Civil Engineering and Management, 18/2012, 843–857.

[11] Alsayed S.H., Al-Salloum Y., Almusallam T.H., Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures, Composites: Part B, 31/2012, 555–567.

[12] CEN, EN 1992-1-1:2004 Design of concrete structures. Part 1-1. General rules and rules for buildings, Comité Européen de Normalisation Brussels, 2004.

[13] ACI, ACI 440.1R-06 Guide for the design and construction of structural concrete reinforced with FRP bars, American Concrete Institute, 2006.

[14] Branson D., Deformation of concrete structures, McGraw-Hill, New York 1997.

[15] ISIS Canada, Reinforcing concrete structures with fiber reinforced polymers, Canada ISIS Canada Corporation, Manitoba 2007.

[16] CSA, S806-02: Design and construction of building components with fiber-reinforced polymers, Canadian Standard Association, Canada 2002.

[17] Yost J., Gross S, Dinehart D., Effective moment of inertia for glass fiber reinforced polymer concrete beams, ACI Structural Journal, 6/2003, 732–739.

[18] Bischoff P., Deflection calculation of FRP reinforced concrete beams based on modifications of the existing Branson equation, Journal of Composites for Construction, 1/2007, 4–14.

[19] Bischoff P., Gross S., Design approach for calculating deflection of FRP reinforced concrete, Journal of Composites for Construction, 4/2011, 490–499.

[20] Faza S., GangaRao H., Pre- and post-cracking deflection behaviour of concrete beams reinforced with Fibre-Reinforced Plastic rebars, Proceedings of the First International Conference Advanced Composite Materials in Bridges and Structures, Canadian Society of Civil Engineers, Sherbrook, Canada, 1992, 151–160.