[1] Tighiouart, B., Benmokrane, B., & Gao, D. (1998). “Investigation of bond in concrete member with fiber reinforced polymer (FRP) bars. Construction and building materials”, Vol. 12(8), pp 453-462.
[2] خیرالدین، ع.، شربتدار، م.ک. (1395). " مقاومسازی سازههای بتن آرمه به کمک ورق و پروفیل فولادی و کامپوزیتهای FRP". چاپ اول، انتشارات دانشگاه سمنان.
[3] Bischoff, P. H. (2005). “Reevaluation of deflection prediction concrete beams reinforced with steel and fiber reinforced polymer bars”. Journal of Structural Engineering, Vol. 131(5), pp 752-767.
[4] Japan Society of Civil Engineers. (1997). “Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials”. Concrete Engineering Series No. 23, 325 pp.
[5] Gergely, P., and Lutz, L. A., (1968), “Maximum Crack Width in Reinforced Concrete Flexural Members”. Causes, Mechanism, and Control of Cracking in Concrete, SP-20, American Concrete Institute, Farmington Hills, MI, pp. 87-117.
[6] Frosch, R. J. (1999). “Another look at cracking and crack control in reinforced concrete”. Structural Journal, Vol. 96(3), pp 437-442.
[7] Bakis, C. E., Ospina, C. E., Bradberry, T. E., Benmokrane, B., Gross, S. P., Newhook, J., Thiagarajan, G. (2006). “Evaluation of crack widths in concrete flexural members reinforced with FRP bars”. Third International Conference on FRP Composites in Civil Engineering, pp 307-310.
[8] ACI Committee. (2015). “Guide for the design and construction of structural concrete reinforced with FRP bars”. 440.1 R. American Concrete Institute, Farmington Hills, Mich.
[9] Bakis, C. E., & Boothby, T. E. (2004). “Evaluation of crack width and bond strength in GFRP reinforced beams subjected to sustained loads”. Proc. ACMBS-IV, Vol. 171.
[10] Gribniak, V., Caldentey, A. P., Kaklauskas, G., Rimkus, A., & Sokolov, A. (2016). “Effect of arrangement of tensile reinforcement on flexural stiffness and cracking”. Engineering Structures, Vol. 124, pp 418-428.
[11] Imjai, T., Guadagnini, M., Garcia, R., & Pilakoutas, K. (2016). A practical method for determining shear crack induced deformation in FRP RC beams”. Engineering Structures, Vol.126, pp 353-364.
[12] Hong, Z., Zhiqiang, D., Gang, W., & Zhishen, W. (2015). “Experimental study and theoretical calculation on the flexural stiffness of concrete beams reinforced with FRP bars”. China Civil Engineering Journal, Vol. 11, pp 7.
[13] صیادمنش، م.، خیرالدین، ع.، کریمی،م.س.، (1395). "تقویت تیرهای بتن آرمه به روش ترکیبی EBR و NSM". هشتمین کنفرانس ملی بتن ایران، 15 مهر
[14] مرادی، ا.، ایلخانی، م.ح.، نادرپور، ح.، خیرالدین، ع.، (1395). "ارائه مدل شبکه عصبی برای تخمین ظرفیت برشی تیر بتنی مقاومسازی شده با FRP". اولین کنفرانس ملی پژوهشهای کاربردی در مهندسی سازه و مدیریت ساخت، 31 شهریور تا 1 مهر.
[15] Al-Sunna, R., Pilakoutas, K., Hajirasouliha, I., & Guadagnini, M. (2012). “Deflection behavior of FRP reinforced concrete beams and slabs: an experimental investigation”. Composites Part B: Engineering, Vol. 43(5), pp. 2125-2134.