Journal of the Chinese Ceramic Society, Volume. 53, Issue 8, 2264(2025)
Effects of Simulated Seawater Sea Sand Concrete Pore Solution Alkalinity on Durability of Basalt-carbon Hybrid Fiber Reinforced Plastics Bars
[1] [1] DONG B, YU Y G, GAO W, et al. Electro-chemo-physical analysis for long-term reinforcement corrosion within the reactive system of concrete[J]. Cem Concr Compos, 2025, 155: 105846.
[3] [3] FENG G Y, GUO S C, ZHOU L L, et al. Effects of surface characteristics and alkalinity on the deterioration of BFRP bars and BFRP-SSC interface in seawater environment[J]. Compos Part B Eng, 2024, 268: 111072.
[5] [5] LIU X, TANG P, CHEN W. Alkalinity optimization and long-term life prediction for BFRP bars serving in simulated marine concrete environments[J]. J Build Eng, 2024, 86: 108919.
[6] [6] WANG Z K, ZHAO X L, XIAN G J, et al. Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment[J]. Constr Build Mater, 2017, 139: 467-489.
[7] [7] YI Y, ZHU D J, GUO S C, et al. Mitigating the deterioration of BFRP bars in seawater sea sand mortar by reducing alkalinity[J]. Constr Build Mater, 2022, 317: 125885.
[8] [8] GUO X K, XIONG C S, JIN Z Q, et al. Deterioration of basalt/carbon-based hybrid-FRP bars in a simulated pore solution of seawater sea-sand concrete[J]. J Build Eng, 2022, 54: 104634.
[9] [9] YI Y, GUO S C, LI S, et al. Effect of alkalinity on the shear performance degradation of basalt fiber-reinforced polymer bars in simulated seawater sea sand concrete environment[J]. Constr Build Mater, 2021, 299: 123957.
[10] [10] YI Y, ZHU D J, GUO S C, et al. Development of a low-alkalinity seawater sea sand concrete for enhanced compatibility with BFRP bar in the marine environment[J]. Cem Concr Compos, 2022, 134: 104778.
[11] [11] YI Y, ZHU D J, RAHMAN M Z, et al. Tensile properties deterioration of BFRP bars in simulated pore solution and real seawater sea sand concrete environment with varying alkalinities[J]. Compos Part B Eng, 2022, 243: 110115.
[12] [12] 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.
[14] [14] 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.
[15] [15] SHIRODKAR N, CHENG S F, SEIDEL G D. Enhancement of mode I fracture toughness properties of epoxy reinforced with graphene nanoplatelets and carbon nanotubes[J]. Compos Part B Eng, 2021, 224: 109177.
[16] [16] SRITHARAN R, ASKARI D. Enhancing the short-beam strength of composite laminates using helical carbon nanotubes[J]. Compos Part B Eng, 2021, 221: 108999.
[17] [17] CODINA M, CAU-DIT-COUMES C, LE BESCOP P, et al. Design and characterization of low-heat and low-alkalinity cements[J]. Cem Concr Res, 2008, 38(4): 437-448.
[18] [18] FENG G Y, OU Y F, RAHMAN M Z, et al. Improving corrosion resistance of BFRP bars by coating CNTs modified resin in simulated pore solution of seawater sea sand concrete[J]. Constr Build Mater, 2023, 392: 131945.
[19] [19] GUO X K, JIN Z Q, XIONG C S, et al. Degradation of mechanical properties and microstructure evolution of basalt-carbon based hybrid FRP bars in real seawater and sea-sand concrete[J]. Compos Part B Eng, 2024, 271: 111163.
[20] [20] GUO X K, JIN Z Q, XIONG C S, et al. Interlayer interface properties of basalt/carbon-based hybrid-FRP bars in simulated seawater and sea-sand concrete pore solution[J]. J Build Eng, 2024, 92: 109786.
[21] [21] NATKUNARAJAH K, MASILAMANI K, MAHESWARAN S, et al. Analysis of the trend of pH changes of concrete pore solution during the hydration by various analytical methods[J]. Cem Concr Res, 2022, 156: 106780.
[22] [22] BANK L C, GENTRY T R, THOMPSON B P, et al. A model specification for FRP composites for civil engineering structures[J]. Constr Build Mater, 2003, 17(6): 405-437.
[23] [23] American Society for Testing and Materials. ASTM D4475—02 Standard test method for apparent horizontal shear strength of pultruded reinforced plastic rods by the short-beam method [S]. West Conshohocken, PA, USA: American Society for Testing and Materials, 2002.
[24] [24] American Certification Institute. ACI 440.3R—12 Guide test methods for Fiber-reinforced Polymers (FRPs) for reinforcing or strengthening concrete structures[S]. Farmington Hills, Michigan, USA:American Concrete Institute, 2012.
[25] [25] MANALO A, MARANAN G, BENMOKRANE B, et al. Comparative durability of GFRP composite reinforcing bars in concrete and in simulated concrete environments[J]. Cem Concr Compos, 2020, 109: 103564.
[26] [26] GUO X K, XIONG C S, JIN Z Q, et al. A review on mechanical properties of FRP bars subjected to seawater sea sand concrete environmental effects[J]. J Build Eng, 2022, 58: 105038.
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GUO Xiangke, WU Qingliang, ZHOU Xinxian, SONG Can, LI Weihua. Effects of Simulated Seawater Sea Sand Concrete Pore Solution Alkalinity on Durability of Basalt-carbon Hybrid Fiber Reinforced Plastics Bars[J]. Journal of the Chinese Ceramic Society, 2025, 53(8): 2264
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Received: Feb. 10, 2025
Accepted: Sep. 5, 2025
Published Online: Sep. 5, 2025
The Author Email: LI Weihua (liweihua@ncwu.edu.cn)