[1] Fahmy, M., Ahmed, S. A. S., & Wu, Z. (2021). Bar surface treatment effect on the bond-slip behavior and mechanism of basalt FRP bars embedded in concrete. Constr Build Mater, 289, 122844.
[2] Henin, E., & Morcous, G. (2021). Bond behavior of helically wrapped sand coated deformed glass fiber-reinforced polymer (GFRP) bars in concrete. Constr Build Mater, 288, 123120.
[3] Rostami, M., Sennah, K., & Afefy, H. (2017). Ultimate capacity of barrier-deck anchorage in MTQ TL-5 barrier reinforced with headed-end, high-modulus, sand-coated GFRP bars. Can J Civ Eng, 45, 263–278.
[4] Masmoudi, R., Masmoudi, A., Ouezdou, M. B., & Daoud, A. (2011). Long-term bond performance of GFRP bars in concrete under temperature ranging from 20°C to 80°C. Constr Build Mater, 25(2), 486–493.
[5] Hajiloo, H., & Green, M. (2015). Bond strength of glass fibre reinforced polymer bars in concrete at high temperature. Proc Conf Can Soc Civ Eng, Regina, SK.
[6] Benmokrane, B., Mohamed, H. M., Manalo, A., & Cousin, P. (2017). Evaluation of physical and durability characteristics of new headed glass fiber-reinforced polymer bars for concrete structures. J Compos Constr, 21(2), 04016081.
[7] Alves, J., El-Ragaby, A., & El-Salakawy, E. (2011). Durability of GFRP bars’ bond to concrete under different loading and environmental conditions. J Compos Constr, 15(3), 249–262.
[8] Cosenza, E., Manfredi, G., & Realfonzo, R. (1997). Behavior and modeling of bond of FRP rebars to concrete. J Compos Constr, 1(2), 40–51.
[9] ACI 440.1R-15. (2015). Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars. American Concrete Institute, Farmington Hills, MI.
[10] CSA S6-14. (2014). Canadian highway bridge design code. Canadian Standards Association. Mississauga, Canada.
[11] CNR 203-06. (2007). Guide for the design and construction of concrete structures reinforced with fiber-reinforced polymer bars. Rome, Italy.
[12] Baena, M., Torres, L., Turon, A., & Barris, C. (2009). Experimental study of bond behaviour between concrete and FRP bars using a pull-out test. Compos B Eng, 40(8), 784–797.
[13] Lee, J. Y., Kim, T. Y., Kim, T. J., Yi, C. K., You, Y. C., & Park, J. S. (2008). Interfacial bond strength of glass fiber reinforced polymer bars in high-strength concrete. Compos B Eng, 39(2), 258–270.
[14] Soong, W. H., Raghavan, J., & Rizkalla, S. H. (2011). Fundamental mechanisms of bonding of glass fiber reinforced polymer reinforcement to concrete. Constr Build Mater, 25(6), 2813–2821.
[15] Islam, S., Afefy, H. M., Sennah, K., & Azimi, H. (2015). Bond characteristics of straight and headed-end, ribbed-surface, GFRP Bars embedded in high-strength concrete. Constr Build Mater, 83, 283–298.
[16] Veljkovic, A., Carvelli, V., Haffke, M. M., & Pahn, M. (2017). Concrete cover effect on the bond of GFRP bar and concrete under static loading. Compos B Eng, 124, 40–53.
[17] Firas, S. A., Gilles, F., & Robert, L. R. (2011). Bond between carbon fibre-reinforced polymer (CFRP) bars and ultra high performance fibre reinforced concrete (UHPFRC): Experimental study. Constr Build Mater, 25, 479–485.
[18] Tepfers, R. (2006). Bond clause proposals for FRP bars/rods in concrete based on CEB/FIP Model Code 90. Part 1: Design bond stress for FRP reinforcing bars. Struct Concr, 7, 47–55.
[19] Cosenza, E., Manfredi, G., & Realfonzo, R. (2002). Development length of FRP straight rebars. Compos B Eng, 33(7), 493–504.
[20] Mazaheripour, H., Barros, J. A. O., Sena-Cruz, J. M., Pepe, M., & Martinelli, E. (2013). Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete. Compos Struct, 95, 202–212.
[21] Tighiouart, B., Benmokrane, B., & Gao, D. (1998). Investigation of bond in concrete member with fibre reinforced polymer (FRP) bars. Constr Build Mater, 12(8), 453–462.
[22] Rezazadeh, M., Carvelli, V., & Veljkovic, A. (2017). Modelling bond of GFRP rebar and concrete. Constr Build Mater, 153, 102–116.
[23] Al-Zahrani, M. M. (1995). Bond behavior of fiber-reinforced plastic (FRP) reinforcements with concrete. Ph.D. Dissertation, University of Pennsylvania, Philadelphia, USA.
[24] Aiello, M. A., Leone, M., & Pecce, M. (2007). Bond performances of FRP rebars-reinforced concrete. J Mater Civ Eng, 19(3), 205–213.
[25] Nanni, A., Al-Zaharani, M., Al-Dulaijan, S., Bakis, C., & Boothby, I. (1995). Bond of FRP reinforcement to concrete-experimental results. Non-metallic (FRP) Reinforcement for Concrete Structures. Proc Second Int RILEM Symp, Pa State Univ, PA, USA.
[26] Solyom, S., & Balazs, G. L. (2020). Bond of FRP bars with different surface characteristics. Constr Build Mater, 264, 119839.
[27] Zhang, P., Zhang, S., Gao, D., Dong, F., Liu, Y., Zhao, J., & Sheikh, S. A. (2020). Influence of rib parameters on mechanical properties and bond behavior in concrete of fiber-reinforced polymer rebar. Adv Struct Eng, 24(1), 196–208.
[28] Ehsani, M. R., Saadatmanesh, H., & Tao, S. (1997). Bond behavior of deformed GFRP rebars. J Compos Mater, 31(14), 1413–1430.
[29] El Refai, A., Ammar, M.-A., & Masmoudi, R. (2015). Bond performance of basalt fiber-reinforced polymer bars to concrete. J Compos Constr, 19(3), 04014050.
[30] Achillides, Z., Pilakoutas, K., Guadagnini, M., & Waldron, P. (2004). Tests for the Evaluation of Bond Properties of FRP Bars in Concrete. Second Int Conf FRP Compos Civ Eng, Adelaide, Australia.
[31] Harajli, M., & Abouniaj, M. (2010). Bond performance of GFRP bars in tension: Experimental evaluation and assessment of ACI 440 guidelines. J Compos Constr, 14(6), 659–668.
[32] Xue, W., Zheng, Q., Yang, Y., & Fang, Z. (2014). Bond behavior of sand-coated deformed glass fiber reinforced polymer rebars. J Reinf Plast Compos, 33(10), 895–910.
[33] Malvar, L. J. (1994). Bond stress-slip characteristics of FRP rebars. Naval Facilities Engineering Service Center, Port Hueneme, CA, USA.
[34] Hao, Q., Wang, Y., He, Z., & Ou, J. (2009). Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete. Constr Build Mater, 23(2), 865–871.
[35] Gu, X., & Dong, Q. (2012). Laboratory test and numerical simulation of bond performance between basalt fiber reinforced polymer rebar and concrete. J Test Eval, 40, 1–8.
[36] Katz, A. (1999). Bond mechanism of FRP rebars to concrete. Mater Struct, 32(10), 761–768.
[37] Solyom, S., & Balazs, G. (2015). Bond strength of FRP rebars. Concr Struct, 16, 62–68.
[38] Arias, J. P. M., Vazquez, A., & Escobar, M. M. (2012). Use of sand coating to improve bonding between GFRP bars and concrete. J Compos Mater, 46(18), 2271–2278.
[39] Lu, J., Afefy, H. M., Azimi, H., Sennah, K., & Sayed-Ahmed, M. (2022). Bond characteristics of glass-fibre-reinforced polymer bars in high-strength concrete. Struct Build, 175(10), 748–764.
[40] Al-Mahmoud, F., Castel, A., François, R., & Tourneur, C. (2007). Effect of surface pre-conditioning on bond of carbon fibre reinforced polymer rods to concrete. Cem Concr Compos, 29(9), 677–689.
[41] Okelo, R., & Yuan, R. (2005). Bond strength of fiber reinforced polymer rebars in normal strength concrete. J Compos Constr, 9(3), 203–213.
[42] He, Z., & Tian, G. (2011). Probabilistic evaluation of the design development length of a GFRP rod pull-out from concrete. Eng Struct, 33(10), 2943–2952.
[43] Choi, D. U., Chun, S., & Ha, S. (2012). Bond strength of glass fibre-reinforced polymer bars in unconfined concrete. Eng Struct, 34, 303–313.
[44] CSA S806-12. (2012). Design and construction of building structures with fibre reinforced polymers. Canadian Standards Association, Mississauga, Canada.
[45] El-Nemr, A., Ahmed, E. A., Barris, C., & Benmokrane, B. (2016). Bond-dependent coefficient of glass- and carbon-FRP bars in normal- and high-strength concretes. Constr Build Mater, 113, 77–89.
[46] Zhao, D., Zhou, Y., Xing, F., Sui, L., Ye, Z., & Fu, H. (2021). Bond behavior and failure mechanism of fiber-reinforced polymer bar-engineered cementitious composite interface. Eng Struct, 243, 112520.
[47] Basaran, B., & Kalkan, I. (2020). Development length and bond strength equations for FRP bars embedded in concrete. Compos Struct, 251, 112662.
[48] Larralde, J., & Silva-Rodriguez, R. (1993). Bond and slip of FRP rebars in concrete. J Mater Civ Eng, 5(1), 30–40.
[49] Kanakubo, T., Keisuke, Y., Fukuyama, H., Fujisawa, M., & Sonobe, Y. (1993). Bond performance of concrete members reinforced with FRP bars. Acids Sp Pub, 138, 767–788.
[50] Chen, L., Liang, K., & Shan, Z. (2023). Experimental and theoretical studies on bond behavior between concrete and FRP bars with different surface conditions. Compos Struct, 309, 116721.
[51] Mugahed, A. Y. H., Alyousef, R., Rashid, R. S. M., Alabduljabbar, H., & Hung, C. C. (2018). Properties and Applications of FRP in Strengthening RC Structures: A Review. Structures, 16, 208–238.
[52] Wang, Y., Wang, M., Zhang, X., & Xu, Q. (2020). Influence of BFRP lateral constraints on bonding properties of GFRP ribbed reinforcement to concrete. Compos Sci Eng, 4, 5–12.
[53] Yan, F., Lin, Z., Zhang, D., Gao, Z., & Li, M. (2017). Experimental study on bond durability of glass fiber reinforced polymer bars in concrete exposed to harsh environmental agents: Freeze-thaw cycles and alkaline-saline solution. Compos B Eng, 116, 406–421.
[54] Wei, W., Liu, F., Xiong, Z., Yang, F., Li, L., Luo, H. (2020). Effect of loading rates on bond behaviour between basalt fibre-reinforced polymer bars and concrete. Constr Build Mater, 231, 117138.
[55] Ma, G., Huang, Y., Aslani, F., & Kim, T. (2019). Tensile and bonding behaviours of hybridized BFRP-steel bars as concrete reinforcement. Constr Build Mater, 201, 62–71.
[56] Kim, B., Doh, J. H., Yi, C. K., & Lee, J. Y. (2013). Effects of structural fibers on bonding mechanism changes in interface between GFRP bar and concrete. Compos B Eng, 45(1), 768–779.
[57] Davalos, J. F., Chen, Y., & Ray, I. (2008). Effect of FRP bar degradation on interface bond with high strength concrete. Cem Concr Compos, 30(8), 722–730.
[58] GB/T50081-2019. (2019). Standard for test methods of concrete physical and mechanical properties. Beijing: China Architecture and Building Press.
[59] Oztekin, E., Eker, C., & Derin, E. (2012). Use of 150/300 or 100/200 mm cylinder samples for measuring the compressive strength of concrete. THBB Hazır Bet Derg, 75–78.
[60] Arıoglu, E., Arıoglu, N., & Girgin, C. (1999). Normal ve Yüksek Dayanımlı Betonlarda Numune Şekil-Boyut Etkisi. THBB Hazır Bet Derg, 40–50.
[61] Xiong, Z., Wei, W., Liu, F., Cui, C., Li, L., Zou, R., Zeng, Y. (2021). Bond behaviour of recycled aggregate concrete with basalt fibre-reinforced polymer bars. Compos Struct, 256, 113078.
[62] Quayyum, S. (2010). Bond behaviour of fibre reinforced polymer (FRP) rebars in concrete. MSc. Dissertation. Univ Br Columbia, Okanagan, Can.
[63] Yan, F., Lin, Z., & Yang, M. (2016). Bond mechanism and bond strength of GFRP bars to concrete: A review. Compos B Eng, 98, 56–69.
[64] Moallemi Pour, S., & Alam, M. S. (2016). Investigation of compressive bond behavior of steel rebar embedded in concrete with partial recycled aggregate replacement. Structures, 7, 153–164.
[65] Li, H., Deeks, A. J., & Su, X. (2013). Experimental study on compressive bond anchorage properties of 500 MPa steel bars in concrete. J Struct Eng, 139(12), 04013005.
[66] Butler, L. J., West, J. S., & Tighe, S. L. (2015). Bond of reinforcement in concrete incorporating recycled concrete aggregates. J Struct Eng, 141(3), B4014001.
[67] Su, X., Yin, S., & Zhao, Y. (2021). Experimental study on bond behavior between BFRP bars and seawater sea-sand concrete. J Cent South Univ, 28, 2193–2205.
[68] Li, P., Jin, L., Zhang, R., & Du, X. (2022). Static bond performance between BFRP bars and concrete with stirrup confinement: A refined modelling. Eng Struct, 262, 114379.
[69] ASTM D7913/D7913M-14. (2020). Standard test method for bond strength of fiber-reinforced polymer matrix composite bars to concrete by pullout testing. Conshohocken, USA: ASTM International.
[70] ACI 440.3R-12. (2012). Guide test methods for fiber-reinforced polymers (FRP) composites for reinforcing or strengthening concrete and masonry structures. American Concrete Institute, Michigan, USA.
[71] Benmokrane, B., Tighiouart, B., & Chaallal, O. (1996). Bond strength and load distribution of composite GFRP reinforcing bars in concrete. Acids Mater J, 93(3), 254–259.
[72] Al-Zahrani, M. M., Al-Dulaijan, S. U., Nanni, A., Bakis, C. E., & Boothby, T. E. (1999). Evaluation of bond using FRP rods with axisymmetric deformations. Constr Build Mater, 13(6), 299–309.
[73] Havaei, G., & Mohseni, S. (2025). The Environmental Resistance of Low-Carbon Geopolymer Concret, A Review Article. Journal of Structural and Construction Engineering, 12(01), 5-29.
[74] Havaei, G. (2023). Numerical evaluation of seismically retrofitted bridge concrete column under extreme loading. Structural Concrete, 24(4), 5349-5369.
[75] Havaei, G. R., & Keramati, A. (2011). Experimental and numerical evaluation of the strength and ductility of regular and cross spirally circular reinforced concrete columns for tall buildings under eccentric loading. The Structural Design of Tall and Special Buildings, 20(2), 247-256.
[76] Havaei, G., & Bayat, E. (2017). The structural response and manner of progressive collapse in RC buildings under the blast and Provide approaches to retrofitting columns against blast. Journal of Structural and Construction Engineering, 4(1), 81-100.
[77] Havaei, G. (2016). Sensitivity based analyses by artificial earthquake by measuring structural accelerations for damage assessment. Journal of Structural and Construction Engineering, 2(4), 104-116.
[78] Havaei, G., & Zare, A. (2017). Numerical analysis of effective parameters in response of the nonlinear passive viscous systems. Journal of Structural and Construction Engineering, 4(Special Issue 1), 35-47.
[79] Havaei, G., & Mobedi, E. (2015). Effect of interaction and rocking motion on the earthquake response of buildings. Journal of Structural and Construction Engineering, 1(1), 39-49.
[80] Havaei, G., & Izadparast, S. M. (2021). Effect of soil block thickness modeling on soil-structure interaction in dynamic responses of 15-storey high-rise buildings. Journal of Structural and Construction Engineering, 8(10), 301-316.
[81] Hayati, Y., Eslami, A., & Havaei, G. (2024). Asymmetric 3D stress-and flux-induced wave propagation in transversely isotropic thermoelastic solids by using of analytical methods. Waves in Random and Complex Media, 34(5), 4868-4885.
[82] Hayati, Y., Havaei, G., & Eslami, A. (2021). 3D asymmetric dynamic Green’s functions of a thermoelastic transversely isotropic solid by a method of potentials. Journal of Thermal Stresses, 44(11), 1366-1388.