Electrochemical Behavior of Carbon Fiber - Coupled Steel in Concrete Environment

被引:1
|
作者
Bai, Chun [1 ,2 ,3 ,4 ]
Liu, Shuxian [1 ]
Ma, Fenghai [2 ]
Lu, Shasha [1 ]
Wang, Junmei [3 ,4 ]
Liu, Shaodong [1 ]
机构
[1] Liaoning Tech Univ, Coll Civil Engn, Fuxin 123000, Liaoning, Peoples R China
[2] Dalian Univ, Coll Architecture & Civil Engn, Dalian 116622, Liaoning, Peoples R China
[3] Xuchang Univ, Coll Civil Engn, Xuchang 461000, Henan, Peoples R China
[4] Shangqiu Univ, Coll Architecture & Civil Engn, Shangqiu 476000, Henan, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Concrete pore fluid; Cement mortar; Reinforcement; Carbon fiber; pH value; Electrochemical analysis; AMBOINICUS LEAF EXTRACT; REINFORCED-CONCRETE; MECHANICAL-PROPERTIES; CORROSION-RESISTANCE; GREEN BIOSYNTHESIS; REBAR CORROSION; NANOPARTICLES; PERFORMANCE; IMPEDANCE; INHIBITOR;
D O I
10.20964/2020.05.81
中图分类号
O646 [电化学、电解、磁化学];
学科分类号
081704 ;
摘要
As a new structural building material, carbon fiber-reinforced concrete has very good flexural strength, wear resistance and impermeability. However, because carbon fiber is a good conductor, the durability of reinforced concrete structures may be affected if it comes into contact with steel bars in the concrete, thus allowing the formation of a galvanic couple. In this paper, electrochemical tests and corrosion weightlessness experiments were carried out in a pore fluid of concrete with a pH of 12.5. The results showed that when carbon fiber was coupled with carbon steel, the double layer capacitance (C-dl) increased and the charge transfer resistance (R-et) decreased. The thickness of the passivation film decreased, and the protective performance of the passivation film on the carbon steel decreased. Moreover, the corrosion potential of the carbon steel increased, the corrosion current density increased, and the corrosion rate of the carbon steel increased. An XPS analysis confirmed the results of the electrochemical experiments. After carbon fiber coupling, the ratio of Fe3+/Fe2+ on the surface of the carbon steel decreased, and the stability of the passive film on the surface of the carbon steel decreased. Although coupling with carbon fiber had a negative effect on the passivation of the carbon steel, the surface of the carbon steel could still maintain good passivation in a chloride-free simulated pore fluid environment.
引用
收藏
页码:4660 / 4670
页数:11
相关论文
共 50 条
  • [21] Flexural behavior of steel fiber reinforced concrete - Discussion
    Maalej, M
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1999, 11 (02) : 179 - 180
  • [22] Torsional behavior of steel fiber reinforced concrete beams
    Okay, Fuad
    Engin, Serkan
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 28 (01) : 269 - 275
  • [23] BENDING BEHAVIOR OF STEEL-FIBER CONCRETE BEAMS
    LIM, TY
    PARAMASIVAM, P
    LEE, SL
    ACI STRUCTURAL JOURNAL, 1987, 84 (06) : 524 - 536
  • [24] Fatigue behavior of steel fiber reinforced geopolymer concrete
    Silva, Alisson Clay Rios da
    Almeida, Bianca Mendes
    Lucas, Mathaus Moraes
    Candido, Veronica Scarpini
    Cruz, Kamila Sindy Pinheiro da
    Oliveira, Michelle Souza
    Azevedo, Afonso Rangel Garcez de
    Monteiro, Sergio Neves
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 16
  • [25] Flexural And Compressional Behavior Of Steel Fiber Reinforced Concrete
    Sivapriya, S., V
    Ridhuvaran, S.
    Karthick, V
    Gopikrishna, R.
    RESEARCH JOURNAL OF PHARMACEUTICAL BIOLOGICAL AND CHEMICAL SCIENCES, 2018, 9 (06): : 405 - 412
  • [26] Flexural behavior of steel fiber reinforced concrete - Closure
    Lok, TS
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1999, 11 (02) : 180 - 180
  • [27] Model solutions of concrete environment and effect of chloride ions on the electrochemical corrosion behavior of reinforcing mild steel
    Véleva, LP
    Cebada, MC
    MARINE CORROSION IN TROPICAL ENVIRONMENTS, 2000, 1399 : 170 - +
  • [28] A study on anti corrosion behavior of galvanized steel rebar in concrete under general and galvanic coupled environment
    Choe H.
    Nishio Y.
    Kanematsu M.
    Journal of Structural and Construction Engineering, 2019, 84 (766): : 1503 - 1512
  • [29] Bond behavior of corroded steel reinforcement in concrete wrapped with carbon fiber reinforced polymer sheets
    Soudki, K
    Sherwood, T
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (04) : 358 - 370
  • [30] Calcined Clay and Limestone as Partial Replacements of Portland Cement: Electrochemical Corrosion Behavior of Low Carbon Steel Rebar as Concrete Reinforcement in Corrosive Environment
    Guo, Fengren
    INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE, 2020, 15 (12): : 12281 - 12290