[1]  Brózda K., Major M., Selejdak J., Computational Analysis of Serviceability Limit State of Beams Reinforced with FRP Bars, 23th International Conference Engineering Mechanics, Svratka, 15–18 May 2017, 218–221.

[2]   Brózda K., Selejdak J., Koteš P., The Analysis of Beam Reinforced with FRP Bars in Bending, Procedia Engineering, vol. 192, 2016, 64–68.

[3]   Bywalski C., Drzazga M., Kamiński M., Obliczanie zginanych elementach zbrojonych prętami FRP, Materiały budowlane, vol. 6, 2014, 72–73.

[4]   Drzazga M., Kamiński M., Pręty kompozytowe FRP jako główne zbrojenie zginanych elementów betonowych – przegląd zaleceń i efektywność projektowania, Przegląd budowlany, vol. 3, 2015, 22–28.

[5]   Brózda K., Selejdak J., Analysis of FRP Bars Used as Reinforcement in Concrete Structures, Production Engineering Archives, vol. 12(3), 2016, 2–4.

[6]   Ulewicz R., Mazur M., Fatigue testing structural steel as a factor of safety of technical facilities maintenance, Production Engineering Archives, vol. 1(1),  2013, 32–34.

[7]   Selejdak J., Ulewicz R., Ingaldi M., The Evaluation of the Use of a Device for Producing Metal Elements Applied in Civil Engineering, 23rd International Conference on Metallurgy and Materials, Brno, 21–23 May 2014, 1882–1888.

[8]   Lipinski T., Corrosion effect of 20 % NaCl solution on basic carbon structural S235JR steel, 16th International Scientific Conference Engineering for Rural Development, Jelgava, 24–26 May 2017, 1069–1074.

[9]   Pliszka I., Radek N., Corrosion Resistance of WC–Cu Coatings Produced by Electrospark Deposition, Procedia Engineering, vol. 192, 2017, 707–712.

[10]Szczotok A., Nawrocki J., Pietraszek J., The Impact of the Thickness of the Ceramic Shell Mould on the (γ + γ′) Eutectic in the IN713C Superalloy Airfoil Blade Casting, Archives of Metallurgy and Materials, vol. 62(2), 2017, 587–593.

[11]Barris C., Torres L., Miàs C., Vilanova I., Design of FRP reinforced concrete beams for serviceability requirements, Journal of Civil Engineering and Management, vol. 18(6), 2012, 843–857.

[12]Gravina R.J., Smith S.T., Flexural behavior of indeterminate concrete beams reinforced with FRP bars, Engineering Structures, vol. 30, 2008, 2370–2380.

[13]Toutanji H., Deng Y., Deflection and crack–width prediction of concrete beams reinforced with glass FRP rods, Construction and Building Materials, vol. 17, 2003, 69–74.

[14]CNR-DT 203/2006. Guide for the Design and Construction of Concrete Structures Reinforced with Fiber-Reinforced Polymer Bars.

[15]ACI 440.1R-06. Guide for the design and construction of concrete reinforced with FRP bars.

[16]CSA-S806-02. Design and Construction of Building Components with Fibre Reinforced Polymers.

[17]JSCE, Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials, Concrete Engineering Series No. 23, 1997.

[18]Polprek Sp. z o.o. product data sheet, available at: www. polprek.pl (22.12.2016).

[19]Sireg Geotech S.r.l. product data sheet, available at: www.sireggeotech.it/en (22.12.2016).

[20]EN 1992-1-1:2004. Design of concrete structures. General rules and rules for buildings.