Journal of the Chinese Ceramic Society, Volume. 52, Issue 11, 3431(2024)
Freeze–Thaw Test and Numerical Analysis of Basalt Reinforced Fiber Concrete in Western Saline Soil Area
[1] [1] GAN L, XU W C, SHEN Z Z, et al. Experimental and numerical investigations on damage evolution of concrete under sulfate attack and freeze-thaw cycles[J]. J Build Eng, 2023, 71: 106469.
[5] [5] THAULOW N, SAHU S. Mechanism of concrete deterioration due to salt crystallization[J]. Mater Charact, 2004, 53(2–4): 123–127.
[6] [6] RODRIGUEZ-NAVARRO C, DOEHNE E, SEBASTIAN E. How does sodium sulfate crystallize? Implications for the decay and testing of building materials[J]. Cem Concr Res, 2000, 30(10): 1527–1534.
[8] [8] CHEN S J, REN J X, LIU L, et al. Investigation of the dynamic compressive mechanical properties of concrete under the combined effects of freeze–thaw and salt erosion[J]. Constr Build Mater, 2023, 407: 133548.
[9] [9] ZHANG H, WANG B, XIE A Y, et al. Experimental study on dynamic mechanical properties and constitutive model of basalt fiber reinforced concrete[J]. Constr Build Mater, 2017, 152: 154–167.
[10] [10] LI Y, ZHANG J P, HE Y Z, et al. A review on durability of basalt fiber reinforced concrete[J]. Compos Sci Technol, 2022, 225: 109519.
[11] [11] ZKAN , DEMIR F. The hybrid effects of PVA fiber and basalt fiber on mechanical performance of cost effective hybrid cementitious composites[J]. Constr Build Mater, 2020, 263: 120564.
[12] [12] CHOI J I, LEE B Y. Bonding properties of basalt fiber and strength reduction according to fiber orientation[J]. Materials, 2015, 8(10): 6719–6727.
[13] [13] WANG Z S, LI Y K, LU J L, et al. Research on corrosion characteristics and performance degradation of basalt fiber concrete under sodium magnesium sulfate corrosion environment[J]. J Coast Res, 2020, 111(S1): 56–62.
[15] [15] REN D M, YAN C J, DUAN P, et al. Durability performances of wollastonite, tremolite and basalt fiber-reinforced metakaolin geopolymer composites under sulfate and chloride attack[J]. Constr Build Mater, 2017, 134: 56–66.
[16] [16] SINICA M, LAUKAITIS A, SEZEMAN G A, et al. The influence of binding materials composition and fibrous additives on the properties of porous concrete[J]. Engineering Structures Technologies, 2004, 10(01): 131–136.
[17] [17] LI Z X, GUO T T, CHEN Y Z, et al. Influence of basalt fiber and polypropylene fiber on the mechanical and durability properties of cement-based composite materials[J]. J Build Eng, 2024, 90: 109335.
[21] [21] ZHANG J G, GUAN Y H, FAN C Q, et al. Experimental and theoretical investigations on the damage evolution of the basalt fiber reinforced concrete under freeze-thaw cycles[J]. Constr Build Mater, 2024, 422: 135703.
[22] [22] XU G, GONG C, LIU J, et al. Correlation between water freeze-thaw resistance and salt freeze-thaw resistance of concrete[J]. Build. Mater, 2020, 23: 552–556.
[23] [23] MLLAUER W, BEDDOE R E, HEINZ D. Sulfate attack expansion mechanisms[J]. Cem Concr Res, 2013, 52: 208–215.
[24] [24] YANG H Q, SHEN X M, RAO M J, et al. Influence of alternation of sulfate attack and freeze-thaw on microstructure of concrete[J]. Adv Mater Sci Eng, 2015, 2015: 859069.
[25] [25] REN J G, LAI Y M. Study on the durability and failure mechanism of concrete modified with nanoparticles and polypropylene fiber under freeze-thaw cycles and sulfate attack[J]. Cold Reg Sci Technol, 2021, 188: 103301.
[26] [26] JIANG X, MU S, LIU J P. Influence of chlorides and salt concentration on salt crystallization damage of cement-based materials[J]. J Build Eng, 2022, 61: 105260.
[27] [27] NIU D T, JIANG L, FEI Q N. Deterioration mechanism of sulfate attack on concrete under freeze-thaw cycles[J]. J Wuhan Univ Technol Mater Sci Ed, 2013, 28(6): 1172–1176.
[28] [28] DUAN M H, QIN Y, LI Y, et al. Durability and damage model of polyacrylonitrile fiber reinforced concrete under freeze–thaw and erosion[J]. Constr Build Mater, 2023, 394: 132238.
[30] [30] POWERS T C. A working hypothesis for further studies of frost resistance of concrete[J]. ACI J Proc, 1945, 16(4): 245–273.
[31] [31] POWERS T C. The air requirement of frost-resistance concrete[J]. Proc High Res Board, 1949, 29: 184–202.
[32] [32] POWERS T C. Void space as a basis for producing air-entrained concrete[J]. ACI J Proc, 1954, 50(5): 741–760.
[33] [33] POWERS T C, HELMUTH R A. Theory of volume changes in hardened Portland cement paste during freezing[J]. Proc High Res Board, 1953, 32: 285–297.
[34] [34] FAGERLUND G. The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete[J]. Matriaux Constr, 1977, 10(4): 231–253.
[35] [35] FAGERLUND G. The critical degree of saturation method of assessing the freeze/thaw resistance of concrete[J]. Matriaux Constr, 1977, 10(4): 217–229.
Get Citation
Copy Citation Text
ZHU Feifei, QIAO Hongxia, FU Yong, WANG Xinke. Freeze–Thaw Test and Numerical Analysis of Basalt Reinforced Fiber Concrete in Western Saline Soil Area[J]. Journal of the Chinese Ceramic Society, 2024, 52(11): 3431
Category:
Received: Apr. 1, 2024
Accepted: Dec. 13, 2024
Published Online: Dec. 13, 2024
The Author Email: QIAO Hongxia (Hongxia_Qiao@163.com)