Journal of the Chinese Ceramic Society, Volume. 53, Issue 8, 2328(2025)
Bonding Performance Between Fiber Reinforced Polymer Bars and Full Coral Aggregate Seawater Sea-Sand Sulphoaluminate Cement Concrete
[1] [1] SU X, YIN S P, ZHAO Y D, et al. Experimental study on bond behavior between BFRP bars and seawater sea-sand concrete[J]. J Cent South Univ, 2021, 28(7): 2193-2205.
[2] [2] ZHOU R, ZHOU F, DU Y X, et al. Effect of seawater on bond performance between BFRP bars and seawater sea-sand concrete[J]. Constr Build Mater, 2024, 415: 135050.
[6] [6] WANG X P, SHUI Z H, YU R, et al. Effect of coral filler on the hydration and properties of calcium sulfoaluminate cement based materials[J]. Constr Build Mater, 2017, 150: 459-466.
[7] [7] WANG P, WU H L, KE L Y W, et al. Mechanical and long-term durability prediction of GFRP rebars with the adoption of low-pH CSA concrete[J]. Constr Build Mater, 2022, 346: 128444.
[11] [11] KAZEMI H, YEKRANGNIA M, SHAKIBA M, et al. Bond-slip behaviour between GFRP/steel bars and seawater concrete after exposure to environmental conditions[J]. Eng Struct, 2022, 268: 114796.
[12] [12] SOLYOM S, BALZS G L. Bond of FRP bars with different surface characteristics[J]. Constr Build Mater, 2020, 264: 119839.
[13] [13] WANG L, MAO Y D, LV H B, et al. Bond properties between FRP bars and coral concrete under seawater conditions at 30, 60, and 80 ℃[J]. Constr Build Mater, 2018, 162: 442-449.
[14] [14] YANG S T, YANG C, HUANG M L, et al. Study on bond performance between FRP bars and seawater coral aggregate concrete[J]. Constr Build Mater, 2018, 173: 272-288.
[15] [15] ZHANG B, CHENG Y Z, ZHU H. Bond performance between BFRP bars and alkali-activated seawater coral aggregate concrete[J]. Eng Struct, 2023, 279: 115596.
[16] [16] HUSSAIN S, KHAN M Z N, KHAN H A. Bond performance of basalt FRP bar against aggressive environment in high-strength concrete with varying bar diameter and bond length[J]. Constr Build Mater, 2022, 349: 128779.
[17] [17] KANG S B, WANG S, LONG X, et al. Investigation of dynamic bond-slip behaviour of reinforcing bars in concrete[J]. Constr Build Mater, 2020, 262: 120824.
[18] [18] WU Y F, ZHAO X M. Unified bond stress-slip model for reinforced concrete[J]. J Struct Eng, 2013, 139(11): 1951-1962.
[20] [20] CHU Y J, WANG A G, ZHU Y C, et al. Enhancing the performance of basic magnesium sulfate cement-based coral aggregate concrete through gradient composite design technology[J]. Compos Part B Eng, 2021, 227: 109382.
[21] [21] QIN Q L, MENG Q S, YANG H M, et al. Study of the anti-abrasion performance and mechanism of coral reef sand concrete[J]. Constr Build Mater, 2021, 291: 123263.
[22] [22] ACI-440.3R. Guide test methods for fibre-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures[S]. Farmington Hills, M1: ACI Committee 440, 2012.
[30] [30] EL REFAI A, AMMAR M A, MASMOUDI R. Bond performance of basalt fiber-reinforced polymer bars to concrete[J]. J Compos Constr, 2015, 19(3): 259-268.
[34] [34] 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.
[40] [40] CHEN J F, TENG J G. Anchorage strength models for FRP and steel plates bonded to concrete[J]. J Struct Eng, 2001, 127(7): 784-791.
[41] [41] ACI-440.1R-15. Guide for the design and construction of concrete reinforced with FRP bars[S]. Farmington Hills, M1: ACI Committee, 2015.
[42] [42] TEKLE B H, KHENNANE A, KAYALI O. Bond properties of sand-coated GFRP bars with fly ash-based geopolymer concrete[J]. J Compos Constr, 2016, 20(5): 04016025.
Get Citation
Copy Citation Text
BAO Jiuwen, SHAN Lianfei, LIU Peng, LI Ran, SUN Jianwei, CUI Yifei. Bonding Performance Between Fiber Reinforced Polymer Bars and Full Coral Aggregate Seawater Sea-Sand Sulphoaluminate Cement Concrete[J]. Journal of the Chinese Ceramic Society, 2025, 53(8): 2328
Category:
Received: Jan. 12, 2025
Accepted: Sep. 5, 2025
Published Online: Sep. 5, 2025
The Author Email: CUI Yifei (cuiyifei@126.com)