Burgoyne C, Balafas I. Why is FRP not a Financial Success? Proc 8th Intl Conf FRP 2007:1–10.
 El-Reedy MA. Steel-Reinforced concrete structures: Assessment and repair of corrosion. CRC press; 2007.
 Mara V, Haghani R, Harryson P. Bridge decks of fibre reinforced polymer (FRP): A sustainable solution. Constr Build Mater 2014;50:190–9.
 Ilg P, Hoehne C, Guenther E. High-performance materials in infrastructure: a review of applied life cycle costing and its drivers–the case of fiber-reinforced composites. J Clean Prod 2016;112:926–45.
 Al-Salloum YA, Husainsiddiqi G. Cost-optimum design of reinforced concrete (RC) beams. Struct J 1994;91:647–55.
 Malasri S, Halijan DA, Keough ML. Concrete beam design optimization with genetic algorithms. J Ark Acad Sci 1994;48:111–5.
 Coello CC, Fan-era FA. Use of genetic algorithms for the optimal design of reinforced concrete beams. WIT Trans Built Environ 1970;14.
 Barros M, Martins RAF, Barros AFM. Cost optimization of singly and doubly reinforced concrete beams with EC2-2001. Struct Multidiscip Optim 2005;30:236–42.
 Zheng S-S, Zeng L, Zhang W-H, Zheng J, Li L, Wang B. Optimum design of SRC composite beams. Int J Simul Multidiscip Des Optim 2008;2:57–63.
 Fedghouche F, Tiliouine B. Minimum cost design of reinforced concrete T-beams at ultimate loads using Eurocode2. Eng Struct 2012;42:43–50. https://doi.org/10.1016/j.engstruct.2012.04.008.
 Benmokrane B, Masmoudi R. Flexural response of concrete beams reinforced with FRP reinforcing bars. Struct J 1996;93:46–55.
 Yost JR, Gross SP. Flexural design methodology for concrete beams reinforced with fiber-reinforced polymers. ACI Struct J 2002;99:308–16. https://doi.org/10.14359/11914.
 Toutanji H, Deng Y. Deflection and crack-width prediction of concrete beams reinforced with glass FRP rods. Constr Build Mater 2003;17:69–74. https://doi.org/10.1016/S0950-0618(02)00094-6.
 Rafi MM, Nadjai A, Ali F, Talamona D. Aspects of behaviour of CFRP reinforced concrete beams in bending. Constr Build Mater 2008;22:277–85. https://doi.org/10.1016/J.CONBUILDMAT.2006.08.014.
 Habeeb MN, Ashour AF. Flexural Behavior of Continuous GFRP Reinforced Concrete Beams. J Compos Constr 2008;12:115–24. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:2(115).
 Barris C, Torres L, Turon A, Baena M, Catalan A. An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models. Compos Struct 2009;91:286–95. https://doi.org/10.1016/j.compstruct.2009.05.005.
 Kassem C, Farghaly AS, Benmokrane B. Evaluation of flexural behavior and serviceability performance of concrete beams reinforced with FRP bars. J Compos Constr 2011;15:682–95.
 Higgins IC. Impact of Changes in the Design Methodology between the American Concrete Institute’s Draft Code Provisions for GFRP-Reinforced Concrete and the ACI 440.1 R-15 Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars. Widener University; 2020.
 Canadian Standards Association. Design and Construction of Building Components with Fibrereinforced Polymers. 2002.
 Balafas I, Burgoyne CJ. Economic design of beams with FRP rebar or prestress. Mag Concr Res 2012;64:885–98. https://doi.org/10.1680/macr.11.00099.
 Committee ACI. Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute; 2008.
 Koyama K, Shikada K. Optimum design of concrete slab using genetic algorithm. WIT Trans Built Environ 1970;31.
 Camp C V, Pezeshk S, Hansson H. Flexural design of reinforced concrete frames using a genetic algorithm. J Struct Eng 2003;129:105–15.
 Sahab MG, Ashour AF, Toropov V V. Cost optimisation of reinforced concrete flat slab buildings. Eng Struct 2005;27:313–22. https://doi.org/10.1016/J.ENGSTRUCT.2004.10.002.
 Liu M, Burns SA, Wen YK. Genetic algorithm based construction-conscious minimum weight design of seismic steel moment-resisting frames. J Struct Eng 2006;132:50–8.
 Gen M, Cheng R. Genetic algorithms and engineering optimization. vol. 7. John Wiley & Sons; 1999.
 Sigmon K, Davis TA. Matlab primer. Chapman and Hall/CRC; 2004.
 Nanni A. Guide for the design and construction of concrete reinforced with FRP bars (ACI 440.1 R-03). Struct. Congr. 2005 Metrop. Beyond, 2005, p. 1–6.