[1] [1] ALTALMAS A, EL REFAI A, ABED F. Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions[J]. Constr Build Mater, 2015, 81: 162–171.

[2] [2] TATAR J, HAMILTON H R. Bond durability factor for externally bonded CFRP systems in concrete structures[J]. J Compos Constr, 2016, 20(1): 04015027.

[3] [3] HASSAN M, BENMOKRANE B, ELSAFTY A, et al. Bond durability of basalt-fiber-reinforced-polymer (BFRP) bars embedded in concrete in aggressive environments[J]. Compos Part B Eng, 2016, 106: 262–272.

[4] [4] DONG Z Q, WU G, XU B, et al. Bond durability of BFRP bars embedded in concrete under seawater conditions and the long-term bond strength prediction[J]. Mater Des, 2016, 92: 552–562.

[5] [5] SEN R. Developments in the durability of FRP-concrete bond[J]. Constr Build Mater, 2015, 78: 112–125.

[6] [6] FERGANI H, DI BENEDETTI M, MIS OLLER C, et al. Durability and degradation mechanisms of GFRP reinforcement subjected to severe environments and sustained stress[J]. Constr Build Mater, 2018, 170: 637–648.

[7] [7] ZILCH K, Borchert K. Durability, strength and creep of epoxy resins for bonding FRP to concrete under environmental and loading conditions[C]. In: CDCC-07 durability and field applications of fibre reinforced polymer (FRP) composites for construction. 2007: 219–226.

[8] [8] PORTER M, BARNES B. Accelerated aging degradation of glass fiber composites[C]. In: Proceedings of 2nd international conference on composite in infrastructure, Tucson, Arizona, 1998, 446–95.

[9] [9] ROBERT M, BENMOKRANE B. Effect of aging on bond of GFRP bars embedded in concrete[J]. Cem Concr Compos, 2010, 32(6): 461–467.

[10] [10] SIDDIQUI N A, WOO R S C, KIM J K, et al. Mode I interlaminar fracture behavior and mechanical properties of CFRPs with nanoclay- filled epoxy matrix[J]. Compos Part A Appl Sci Manuf, 2007, 38(2): 449–460.

[11] [11] SHAHID N, VILLATE R G, BARRON A R. Chemically functionalized alumina nanoparticle effect on carbon fiber/epoxy composites[J]. Compos Sci Technol, 2005, 65(14): 2250–2258.

[13] [13] WON J P, PARK C G. Effect of environmental exposure on the mechanical and bonding properties of hybrid FRP reinforcing bars for concrete structures[J]. J Compos Mater, 2006, 40(12): 1063–1076.

[14] [14] OGRODOWSKA K, USZCZ K, GARBACZ A. The effect of temperature on the mechanical properties of hybrid FRP bars applicable for the reinforcing of concrete structures[J]. MATEC Web Conf, 2020, 322: 01029.

[17] [17] LORENZIS L D, RIZZO A, TEGOLA A L. A modified pull-out test for bond of near-surface mounted FRP rods in concrete[J]. Compos Part B: Eng, 2002, 33: 589–603.

[18] [18] CHEN Y, DAVALOS J F, RAY I, et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures[J]. Compos Struct, 2007, 78(1): 101–111.

[19] [19] JIANG Y D, JIN Z Q, ZHAO T J, et al. Strain field of reinforced concrete under accelerated corrosion by digital image correlation technique[J]. J Adv Concr Technol, 2017, 15(7): 290–299.

[20] [20] BANK L C, GENTRY T R, BARKATT A. Accelerated test methods to determine the long-term behavior of FRP composite structures: Environmental effects[J]. J Reinf Plast Compos, 1995, 14(6): 559–587.

[21] [21] ZHOU J K, CHEN X D, CHEN S X. Durability and service life prediction of GFRP bars embedded in concrete under acid environment[J]. Nucl Eng Des, 2011, 241(10): 4095–4102.