Journal of the Chinese Ceramic Society, Volume. 52, Issue 12, 3703(2024)

Durability of Fiber Reinforced Concrete Under Salt-Freeze-Thaw / Dry-Wet Cycles

DUAN Minghan... QIN Yuan and LI Yang |Show fewer author(s)
Author Affiliations
  • State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi'an University of Technology, Xi'an 710048, China
  • show less
    References(14)

    [9] [9] LONG X, TAN Y, WAN X M, et al. Effect of freeze-thaw cycles and chloride salt erosion coupling conditions on fatigue properties of PE-ECC[J]. Case Stud Constr Mater, 2024, 20: e02726.

    [12] [12] PUHRINGER J. Deterioration of materials by hydraulic pressure in salt water systems an outline model[C]//8th International Congress on Deterioration and Conservation of Stone, Berlin, proceedings. 1996: 545-556.

    [16] [16] QIN Y, LI Y, ZHANG X W, et al. Constitutive model of polypropylene-fiber-fabric-reinforced concrete under uniaxial compression and index conversion of mechanical properties[J]. Constr Build Mater, 2022, 347: 128508.

    [17] [17] DUAN M H, QIN Y, LI Y, et al. Mechanical properties and multi-layer perceptron neural networks of polyacrylonitrile fiber reinforced concrete cured outdoors[J]. Structures, 2023, 56: 104954.

    [23] [23] CAO J C, WU F W, LEI S, et al. Experimental study on the bonding performance of engineered cementitious composites to normal concrete interface subjected to salt freeze-thaw cycles[J]. Compos Struct, 2024, 330: 117828.

    [26] [26] QIN L, GAO X J, ZHANG A L. Potential application of Portland cement-calcium sulfoaluminate cement blends to avoid early age frost damage[J]. Constr Build Mater, 2018, 190: 363-372.

    [32] [32] ABRISHAMBAF A, BARROS J A O, CUNHA V M C F. Tensile stress-crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests[J]. Cem Concr Compos, 2015, 57: 153-165.

    [33] [33] TANG T. Effects of load-distributed width on split tension of unnotched and notched cylindrical specimens[J]. J Test Eval, 1994, 22(5): 401-409.

    [37] [37] QIU W L, TENG F, PAN S S. Damage constitutive model of concrete under repeated load after seawater freeze-thaw cycles[J]. Constr Build Mater, 2020, 236: 117560.

    [38] [38] M. Kosior-Kazberuk, P. Berkowski, Surface scaling resistance of concrete subjected to freeze-thaw cycles and sustained load[J]. Proc Eng, 2017, 172: 513-520.

    [40] [40] LIU Z C, HANSEN W. Effect of hydrophobic surface treatment on freeze-thaw durability of concrete[J]. Cem Concr Compos, 2016, 69: 49-60.

    [41] [41] LINDMARK S. Mechanisms of salt frost scaling of Portland cement-bound materials:Studies and hypothesis[D]. Lund,Sweden:Lund University,1998.

    [43] [43] LIU F, YOU Z P, YANG X, et al. Macro-micro degradation process of fly ash concrete under alternation of freeze-thaw cycles subjected to sulfate and carbonation[J]. Constr Build Mater, 2018, 181: 369-380.

    [44] [44] WANG R J, ZHANG Q J, LI Y. Deterioration of concrete under the coupling effects of freeze-thaw cycles and other actions: A review[J]. Constr Build Mater, 2022, 319: 126045.

    Tools

    Get Citation

    Copy Citation Text

    DUAN Minghan, QIN Yuan, LI Yang. Durability of Fiber Reinforced Concrete Under Salt-Freeze-Thaw / Dry-Wet Cycles[J]. Journal of the Chinese Ceramic Society, 2024, 52(12): 3703

    Download Citation

    EndNote(RIS)BibTexPlain Text
    Save article for my favorites
    Paper Information

    Category:

    Received: Jun. 4, 2024

    Accepted: Jan. 2, 2025

    Published Online: Jan. 2, 2025

    The Author Email:

    DOI:10.14062/j.issn.0454-5648.20240388

    Topics