AASHTO LRFD. 2020. American Association of State Highway and Transportation Officials LRFD Bridge Design Specifications. AASHTO. AASHTO LRFD for GFRP. 2018. “AASHTO LFRD Bridge Design Guide Specifications for GFRP-Reinforced Concrete.” AASHTO. Accornero, F., R. Cafarelli, and A. Carpinteri. 2021. “Cracking and Crushing in Prestressed Concrete Beams.” ACI Struct. J., 118 (2): 101–109. https://doi.org/10.14359/51728184. Accornero, F., R. Cafarelli, and A. Carpinteri. 2022. “The cohesive/overlapping Crack Model for plain and RC beams: Scale effects on cracking and crushing failures.” Mag. Concr. Res., 74 (9): 433–450. https://doi.org/10.1680/jmacr.20.00260. ACI 440.11. 2022. Building Code Requirements for Structural Concrete Reinforced with Glass FiberReinforced Polymer (GFRP) Bars-Code and Commentary. ACI 440.11. ACI Comm. 440. ACI 440.1R. 2015a. “Guide for the Design and Construction of Structural Concrete Reinforced with Firber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15).” Am. Concr. Inst. Farmington Hills, Michigan, USA: American Concrete Institute. ACI 440.1R. 2015b. “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer Bars. ACI 440.1R.” Am. Concr. Inst. American Concrete Institute. ACI 440.3R. 2012. “Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures. ACI 440.3R-12.” Am. Concr. Inst. American Concrete Institute. ACI PRC-215. 2021. “Concrete Structure Design for Fatigue Loading-Report. ACI PRC-215-21.” ACI PRC-215-21. American Concrete Institute. Adimi, M. R., A. H. Rahman, and B. Benmokrane. 1997. “Fatigue behaviour of GFRP bars embedded in concrete.” CSCE Annu. Conf., 121–130. Sherbrooke, Qu´ebec: Proc. Annu. Conf. Can. Soc. Civ. Eng. Adimi, M. R., A. H. Rahman, and B. Benmokrane. 2000. “New Method for Testing Fiber-Reinforced Polymer Rods under Fatigue.” J. Compos. Constr., 4 (4): 206–213. https://doi.org/10.1061/(ASCE)1090-0268(2000)4:4(206). Alsayed, S., Y. Al-Salloum, T. Almusallam, S. El-Gamal, and M. Aqel. 2012. “Performance of glass fiber reinforced polymer bars under elevated temperatures.” Compos. Part B Eng., 43 (5): 2265–2271. Elsevier. https://doi.org/10.1016/J.COMPOSITESB.2012.01.034. ASTM-C39 / C39M. 2021. “Standard Test Method for Compressive Strength of Cylindrical Concrete. ASTM-C39 / C39M.” Annu B ASTM Stand 20211–8. https://doi.org/https://doi.org/10.1520/ C0039. ASTM C496 / C496M. 2017. “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. ASTM C496 / C496M-17.” ASTM Int 20171–5. https://doi.org/https://doi.org/10.1520/mnl10881m. ASTM C78 / C78M. 2021. “Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading). ASTM C78 / C78M.” ASTM Int 20211–5. https://doi.org/https://doi.org/10.1520/C0078. ASTM D3479/D3479M. 2012. “Standard Test Method for Tension-Tension Fatigue of Polymer Matrix Composite Materials. ASTM D3479/D3479M.” Annu. B. ASTM Stand., 96 (August): 6. https://doi.org/10.1520/D3479. ASTM D7205/D7205M. 2021. “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars 1. ASTM D7205/D7205M.” ASTM Int. ASTM D7957/D7957M. 2017. “Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement. ASTM D7957/D7957M.” ASTM Stand. https://doi.org/10.1520/D7957. ASTM E739. 2015. “Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain-Life (e-N) Fatigue Data. ASTM E739.” ASTM Int. Barbosa, J. F., J. A. F. O. Correia, R. C. S. Freire Júnior, S. P. Zhu, and A. M. P. De Jesus. 2019. “Probabilistic S-N fields based on statistical distributions applied to metallic and composite materials: State of the art.” Adv. Mech. Eng., 11 (8): 1–22. https://doi.org/10.1177/1687814019870395. Collins, M. P., and M. Denis. 1997. Prestressed Concrete Structures. Response Publications. CSA S6. 2017. Canadian Highway Bridge Design Code (CSA-S6-14-4) Reprinted July 2017. Can. Stand. Assoc. CSA S6. 2019. “Canadian Highway Bridge Design Code (CSA S6-19 ).” Can. Stand. Assoc. Toronto, Ontario, Canada: CSA Group. CSA S806. 2012. “Design and construction of building structures with fiber reinforced polymers (CSA S806-12).” Can. Stand. Assoc. Toronto, Ontario, Canada: Canadian Standards Association. CSA S806. 2021. “Design and Construction of Building Structures with Fibre-Reinforced Polymers. CSA S806:12-R21.” Can. Stand. Assoc. Canadian Standards Association. CSA S807. 2010. “Specification for Fibre-Reinforced Polymers. CSA S807.” Can. Stand. Assoc. Toronto, Ontario, Canada: CSA Group. CSA S807. 2019. “Specification for Fibre-Reinforced Polymers (CSA S807-19).” Can. Stand. Assoc. Ontario, Canada: Canadian Standards Association. D’Antino, T., M. A. Pisani, and C. Poggi. 2022. “Fatigue tensile testing of glass fiber-reinforced polymer reinforcing bars.” Constr. Build. Mater., 346 (June): 128395. Elsevier Ltd. https://doi.org/10.1016/j.conbuildmat.2022.128395. Dineshkumar, R., and S. Ramkumar. 2020. “Review paper on fatigue behavior of reinforced concrete beams.” Mater. Today Proc., 21: 19–23. Elsevier Ltd. https://doi.org/10.1016/j.matpr.2019.05.353. El-Ragaby, A. 2007. “Fatigue Behaviour of Concrete Bridge Deck Slabs Reinforced with Glass FRP Bars.” Universite De Sherbrooke. Elsayed Nagy, I., Asadian, A., and Galal, K. (2022). “Stiffness Degradation of GFRP Reinforced Concrete Beam Under High-Cyclic Fatigue Loading” SHMII-11 Annual Conf., Montreal, Quebec, Canada. Elsayed Nagy, I., Asadian, A., and Galal, K. (2023). “Fatigue of Glass Fibre-Reinforced Polymer Rebars: A Review” AToMech1, Conf., Al Khobar, Saudi Arabia. Elsayed Nagy, I., Asadian, A., and Galal, K. (2023). “Low-Cyclic Tension-Tension Fatigue Behaviour of GFRP Reinforcing Bars” CSCE Annual Conf., Moncton, New Brunswick, Canada. Elsayed Nagy, I., Asadian, A., and Galal, K. (2023). “GFRP Reinforcing Bars Behaviour Under Low Cyclic Fatigue” ICSGE-16 Conf., Cairo, Egypt. Elsayed Nagy, I., Asadian, A., and Galal, K. (2024). “The Behaviour of Ribbed GFRP Reinforced Concrete Beam Under Fatigue” CSCE Annual Conf., Niagara, Ontario, Canada. Ibrahim, M., A. Asadian, and K. Galal. 2023. “A simplified approach for design of steel-GFRP hybrid reinforced concrete sections.” Eng. Struct., 278 (March). https://doi.org/10.1016/j.engstruct.2022.115352. Janus, O., F. Girgle, V. Kostiha, J. Prokes, and P. Stepanek. 2021. “Fatigue Behaviour of GFRP Reinforced Beams.” Solid State Phenom., 163–169. Trans Tech Publications Ltd. Janus, O., F. Girgle, I. Rozsypalova, V. Kostiha, L. Bodnarova, P. Stepanek, and J. Prokes. 2019. “The Fatigue Behaviour of GFRP Bars - Experimental Study.” Acta Polytech. CTU Proc., 38–47. Czech Technical University in Prague. Kim, Y. J., Y. Ji, W. T. Jung, J. Y. Kang, and J. S. Park. 2022. “Load Factors for Residual Capacity of Bridges Strengthened with Carbon Fiber-Reinforced Polymer.” ACI Struct. J., 119 (5): 17–29. https://doi.org/10.14359/51732988. Kuttagola, I., M. H. Prashanth, and A. Kumar. 2023. “Numerical study on the behavior of RC beams by using GFRP bars as an alternate to steel bars.” Mater. Today Proc., 88: 66–70. Elsevier Ltd. https://doi.org/10.1016/j.matpr.2023.04.579. Mindess, S., J. F. Young, and D. Darwin. 2003. Concrete. Upper Saddle River. NJ.: Prentice Hall, Upper Saddle River (New Jersey). Miner, M. A. 1945. “Cumulative Damage in Fatigue.” J. Appl. Mech., 12 (3): A159–A164. Mivehchi, H., and A. Varvani-Farahani. 2010. “The effect of temperature on fatigue strength and cumulative fatigue damage of FRP composites.” Procedia Eng., 2 (1): 2011–2020. Elsevier. https://doi.org/10.1016/j.proeng.2010.03.216. Noël, M. 2018. “Probabilistic Fatigue Life Modelling of FRP Composites.” 4th Brazilian Conf. Compos. Mater. Rio Janeiro. Noël, M. 2019. “Probabilistic fatigue life modelling of FRP composites for construction.” Constr. Build. Mater., 206: 279–286. https://doi.org/10.1016/j.conbuildmat.2019.02.082. Noël, M., and K. Soudki. 2014a. “Fatigue Behavior of GFRP Reinforcing Bars in Air and in Concrete.” J. Compos. Constr., 18 (5): 04014006. American Society of Civil Engineers (ASCE). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000468. Noël, M., and K. Soudki. 2014b. “Shear behavior of post-tensioned FRP-reinforced concrete slabs under static and fatigue loading.” Constr. Build. Mater., 69: 186–195. Elsevier. https://doi.org/10.1016/J.CONBUILDMAT.2014.07.066. Nowak, A. S. 1999. “Calibration of LRFD Bridge Design Code.” NCHRP Rep. 368, Transp. Res. Board, Washington, DC, 218. Rahman, A. H., and C. Y. Kingsley. 1997. “Fatigue Behaviour of a Fibre-Reinforced-Plastic Grid as Reinforcement for Concrete.” First Int. Conf. Compos. Infrastruct., 427–439. Ramakrishnan, V., and N. Jayaraman. 1993. “Mechanistically Based Fatigue-damage Evolution Model for Brittle Matrix Fibre-reinforced Composites.” J. Mater. Sci., 28 (20): 5592–5602. https://doi.org/10.1007/BF00367835. El Refai, A. 2013. “Durability and Fatigue of Basalt Fiber-Reinforced Polymer Bars Gripped with Steel Wedge Anchors.” J. Compos. Constr., 17 (6): 1–11. https://doi.org/10.1061/(asce)cc.1943-5614.0000417. Rossi, R. J. 2018. Mathematical Statistics: An Introduction to Likelihood Based Inference. Schijve, J. 1993. “A Normal Distribution or a Weibull Distribution for Fatigue Lives.” Fatigue Fract. Eng. Mater. Struct., 16 (8): 851–859. Schijve, J. 2005. “Statistical Distribution Functions and Fatigue of Structures.” Int. J. Fatigue, 27 (9): 1031–1039. https://doi.org/10.1016/j.ijfatigue.2005.03.001. Sendeckyj, G. P. 1981. “Fitting Models to Composite Materials Fatigue Data.” ASTM STP 734, 245–260. https://doi.org/10.1520/STP29314S. Shirazi, A., and A. Varvani-Farahani. 2010. “A stiffness degradation based fatigue damage model for FRP composites of (0/θ) laminate systems.” Appl. Compos. Mater., 17 (2): 137–150. https://doi.org/10.1007/s10443-009-9099-1. Tilly, G. P. 1979. “Fatigue of Steel Reinforcement Bars in Concrete: a Review.” Fatigue Fract. Eng. Mater. Struct., 2 (3): 251–268. https://doi.org/10.1111/j.1460-2695.1979.tb01084.x. Vanhari, A. K., E. Fagan, and J. Goggins. 2022. “A novel estimation method for fitting fatigue data in the composite wearout model.” Compos. Struct. Varvani-Farahani, A., and A. Shirazi. 2007. “A fatigue damage model for (0/90) FRP composites based on stiffness degradation of 0° and 90° composite plies.” J. Reinf. Plast. Compos., 26 (13): 1319–1336. https://doi.org/10.1177/0731684407079771. Vassilopoulos, A. P., and T. Keller. 2011. “Fatigue of Fiber-Reinforced Composites.” Eng. Mater. Process. Springer-Verlag, London Ltd., 238. Wu, F., and W. X. Yao. 2010. “A fatigue damage model of composite materials.” Int. J. Fatigue, 32 (1): 134–138. Elsevier Ltd. https://doi.org/10.1016/j.ijfatigue.2009.02.027. Zhao, J., G. Li, Z. Wang, and X. L. Zhao. 2019. “Fatigue Behavior of Concrete Beams Reinforced with Glass- and Carbon-Fiber Reinforced Polymer (GFRP/CFRP) Bars after Exposure to Elevated Temperatures.” Compos. Struct., 229: 111427. Elsevier Ltd. https://doi.org/10.1016/j.compstruct.2019.111427.