• Journal of the Chinese Ceramic Society
  • Vol. 51, Issue 8, 1928 (2023)
HUANG Wei1, CHEN Zhendong1, CHEN Rong1, YING Fengze1..., HUANG Qingwei1, LIU Sheng2 and PAN Yanhua2|Show fewer author(s)
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    DOI: Cite this Article
    HUANG Wei, CHEN Zhendong, CHEN Rong, YING Fengze, HUANG Qingwei, LIU Sheng, PAN Yanhua. Passivation Behavior of Steel Bar in Ultra-High Performance Concrete under Coupling Effect of Different Internal Chloride Salts[J]. Journal of the Chinese Ceramic Society, 2023, 51(8): 1928 Copy Citation Text show less
    References

    [1] LARRARD D F, SEDRAN T. Optimization of ultra-high-performance concrete by the use of a packing model[J]. Cem Concr Res, 1994, 24(6): 997-1009.

    [3] KAZEMI_KAMYAB H. Autogenous shrinkage and hydration kinetics of SH-UHPFRC under moderate to low temperature curing conditions[D]. Ecole polytechnique fédérale de Lausanne, EPFL, Switzerland, 2013.

    [6] FAN L, MENG W, TENG L, et al. Effect of steel fibers with galvanized coatings on corrosion of steel bars embedded in UHPC[J]. Compos B Eng, 2019, 177: 107445.

    [7] WEI J G, CHEN R, HUANG W, et al. Effect of endogenous chloride ion content and mineral admixtures on the passivation behavior of reinforcement embedded in sea-sand ultra-high performance concrete matrix[J]. Constr Build Mater, 2022, 321: 126402.

    [9] FERNANDEZ I, HERRADOR M F, MAR A R, et al. Structural effects of steel reinforcement corrosion on statically indeterminate reinforced concrete members[J]. Mater Struct, 2016, 49(12): 4959-4973.

    [10] STERN M. Closure to “discussion of ‘electrochemical polarization, 1. A theoretical analysis of the shape of polarization curves[J]. J Electrochem Soc, 1957, 104(12): 56-63.

    [11] RODRIGUEZ P, RAMIREZ E, GONZALEZ J A. Methods for studying corrosion in reinforced concrete[J]. Mag Concr Res, 1994, 46(167): 81-90.

    [12] MENG Z, LIU Q, XIA J, et al. Mechanical-transport-chemical modelling of electrochemical repair methods for corrosion-induced cracking in marine concrete [J]. Comput-Aided Civ Inf, 2022, 37(14): 1854-1874.

    [13] GLASS G K, BUENFELD N R. The presentation of the chloride threshold level for corrosion of steel in concrete[J]. Corros Sci, 1997, 39(5): 1001-1013.

    [14] MA H, HOU D, LI Z. Two-scale modeling of transport properties of cement paste: Formation factor, electrical conductivity and chloride diffusivity[J]. Computal Mater Sci, 2015, 110: 270-280.

    [19] WOWRA O S M. Sorption of chlorides on hydrated cements and C3S pastes[M]//Frost Resistance of Concrete. London: CRC Press, 1997: 156-164.

    [25] PECH-CANUL M A, CASTRO P. Corrosion measurements of steel reinforcement in concrete exposed to a tropical marine atmosphere [J]. Cem Concr Res, 2002, 32(3): 491-498.

    [26] TANG F, CHEN G, BROW R K. Chloride-induced corrosion mechanism and rate of enamel-and epoxy-coated deformed steel bars embedded in mortar[J]. Cem Concr Res, 2016, 82: 58-73.

    [29] SAREMI M, MAHALLATI E. A study on chloride-induced depassivation of mild steel in simulated concrete pore solution[J]. Cem Concr Res, 2002, 32(12): 1915-1921.

    HUANG Wei, CHEN Zhendong, CHEN Rong, YING Fengze, HUANG Qingwei, LIU Sheng, PAN Yanhua. Passivation Behavior of Steel Bar in Ultra-High Performance Concrete under Coupling Effect of Different Internal Chloride Salts[J]. Journal of the Chinese Ceramic Society, 2023, 51(8): 1928
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