[1] Shahawy MA, Arockiasamy M, Beitelmant T, Sowrirajan R. Reinforced concrete rectangular beams strengthened with CFRP laminates. Compos Part B Eng 1995;8368:225–33.
[2] Kachlakev D, McCurry DD. Behavior of full-scale reinforced concrete beams retrofitted for shear and flexural with FRP laminates. Compos Part B Eng 2000;31:445–52. https://doi.org/10.1016/S1359-8368(00)00023-8.
[3] Obaidat YT, Heyden S, Dahlblom O, Abu-Farsakh G, Abdel-Jawad Y. Retrofitting of reinforced concrete beams using composite laminates. Constr Build Mater 2011;25:591–7. https://doi.org/10.1016/j.conbuildmat.2010.06.082.
[4] Mostofinejad D, Shameli SM. Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams. Constr Build Mater 2013;38:751–8. https://doi.org/10.1016/j.conbuildmat.2012.09.030.
[5] Qin D, Gao PK, Aslam F, Sufian M, Alabduljabbar H. A comprehensive review on fire damage assessment of reinforced concrete structures. Case Stud Constr Mater 2022;16:e00843. https://doi.org/10.1016/j.cscm.2021.e00843.
[6] Elbana A, Junaid MT. Determination of flexural capacity for GFRP-reinforced concrete beams retrofitted using external CFRP sheet. Structures 2020;27:1384–95. https://doi.org/10.1016/j.istruc.2020.07.003.
[7] Obaidat YT, Heyden S, Dahlblom O. The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM. Compos Struct 2010;92:1391–8. https://doi.org/10.1016/j.compstruct.2009.11.008.
[8] Manibalan P, Kesavan S, Abirami G, Baskar R. Fatigue response of RC beam strengthened by BFRP laminate. Case Stud Constr Mater 2023;18:e01707. https://doi.org/10.1016/j.cscm.2022.e01707.
[9] Aghani K, Afshin H, Abedi K. Finite element-based prediction of the long-term deflection of reinforced concrete beams strengthened with prestressed fiber-reinforced polymers. Structures 2022;43:358–73. https://doi.org/10.1016/j.istruc.2022.06.059.
[10] Moazzenchi S, Vatani Oskouei A. A Comparative Experimental Study on the Flexural Behavior of Geopolymer Concrete Beams Reinforced with FRP Bars. J Rehabil Civ Eng 2023;11:21–42. https://doi.org/10.22075/jrce.2022.25157.1569.
[11] Ahmadi J, Feirahi MH, Farahmand-Tabar S, Keshvari Fard AH. A novel approach for non-destructive EMI-based corrosion monitoring of concrete-embedded reinforcements using multi-orientation piezoelectric sensors. Constr Build Mater 2021;273:121689. https://doi.org/10.1016/J.CONBUILDMAT.2020.121689.
[12] ACI committee 224. Control of Cracking in Concrete Structures, ACI Manual of Concrete Practice. 2008.
[13] Yang D-S, Park S-K, Neale KW. Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites. Compos Struct 2009;88:497–508. https://doi.org/10.1016/j.compstruct.2008.05.016.
[14] Aslam M, Shafigh P, Jumaat MZ, Shah SNR. Strengthening of RC beams using prestressed fiber reinforced polymers - A review. Constr Build Mater 2015;82:235–56. https://doi.org/10.1016/j.conbuildmat.2015.02.051.
[15] Gao P, Gu X, Mosallam AS. Flexural behavior of preloaded reinforced concrete beams strengthened by prestressed CFRP laminates. Compos Struct 2016;157:33–50. https://doi.org/10.1016/j.compstruct.2016.08.013.
[16] Havez AA, Al-Mayah A. Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates—A Literature Review. J Compos Constr 2023;27. https://doi.org/10.1061/JCCOF2.CCENG-4053.
[17] ACI 440.2R-17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. 2017. https://doi.org/10.14359/51700867.
[18] Qin D, Gao P, Aslam F, Sufian M, Alabduljabbar H. A comprehensive review on fire damage assessment of reinforced concrete structures. Case Stud Constr Mater 2022;16:e00843. https://doi.org/10.1016/j.cscm.2021.e00843.
[19] Saadatmanesh H, Ehsani MR. RC beams strengthened with GFRP plates. I: eperimental study. J Struct Eng 1991;117:3417–33.
[20] Triantafillou TC, Deskovic N, Deuring M. Strengthening of concrete structures with prestressed fiber reinforced plastic sheets. ACI Struct J 1992;89:235–44. https://doi.org/10.14359/2940.
[21] Garcez MR, Meneghetti LC, da Silva Filho LCP. Applying Post-Tensioning Technique to Improve the Performance of FRP Post-Strengthening. Fiber Reinf. Polym. - Technol. Appl. Concr. Repair, 2013. https://doi.org/10.5772/51523.
[22] Xie JH, Huang PY, Guo YC. Fatigue behavior of reinforced concrete beams strengthened with prestressed fiber reinforced polymer. Constr Build Mater 2012;27:149–57. https://doi.org/10.1016/j.conbuildmat.2011.08.002.
[23] Mukherjee A, Rai GL. Performance of reinforced concrete beams externally prestressed with fiber composites. Constr Build Mater 2009;23:822–8. https://doi.org/10.1016/j.conbuildmat.2008.03.008.
[24] Kotynia R, Walendziak R, Stoecklin I, Meier U. RC Slabs Strengthened with Prestressed and Gradually Anchored CFRP Strips under Monotonic and Cyclic Loading. J Compos Constr 2010;15:168–80. https://doi.org/10.1061/(asce)cc.1943-5614.0000081.
[25] Yang J, Haghani R, Al-Emrani M. Innovative prestressing method for externally bonded CFRP laminates without mechanical anchorage. Eng Struct 2019;197:109416. https://doi.org/10.1016/j.engstruct.2019.109416.
[26] Xue W, Tan Y, Zeng L. Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates. Compos Struct 2010;92:612–22. https://doi.org/10.1016/j.compstruct.2009.09.036.
[27] You YC, Choi KS, Kim J. An experimental investigation on flexural behavior of RC beams strengthened with prestressed CFRP strips using a durable anchorage system. Compos Part B Eng 2012;43:3026–36. https://doi.org/10.1016/j.compositesb.2012.05.030.
[28] Pellegrino C, Modena C. Flexural strengthening of real-scale RC and PRC beams with end-anchored pretensioned FRP laminates. ACI Struct J 2009;106:319–28. https://doi.org/10.14359/56496.
[29] Wang J, Jia Y, Zhang G, Han J, Liu J. Experimental study on prestressed concrete hollow slabs in service strengthened with prestressed CFRP plates. Int J Struct Integr 2018;9:587–602. https://doi.org/10.1108/IJSI-08-2017-0049.
[30] Piątek B, Siwowski T. Development of the new CFRP strip prestressing system for structural strengthening. 9th Int. Conf. Fibre-Reinforced Polym. Compos. Civ. Eng. CICE 2018, vol. 2018- July, 2018, p. 710–7.
[31] Abdulhameed SS, Wu E, Ji B. Mechanical Prestressing System for Strengthening Reinforced Concrete Members with Prestressed Carbon-Fiber-Reinforced Polymer Sheets. J Perform Constr Facil 2015;29:1–9. https://doi.org/10.1061/(asce)cf.1943-5509.0000478.
[32] Yu P, Silva PF, Nanni A. Description of a mechanical device for prestressing of carbon fiber-reinforced polymer sheets - Part I. ACI Struct J 2008;105:3–10. https://doi.org/10.14359/19063.
[33] Woo SK, Nam JW, Kim JHJ, Han SH, Byun KJ. Suggestion of flexural capacity evaluation and prediction of prestressed CFRP strengthened design. Eng Struct 2008;30:3751–63. https://doi.org/10.1016/j.engstruct.2008.06.013.
[34] ASTM D3039/D3039M. Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials. 2014. https://doi.org/10.1520/D3039.