The corrosion-inhibitory influence of graphene oxide on steel reinforcement embedded in concrete exposed to a 3.5M NaCl solution

被引:2
作者
Djenaoucine, L. [1 ]
Argiz, C. [1 ]
Picazo, A. [2 ]
Moragues, A. [1 ]
Galvez, J. C. [1 ]
机构
[1] Univ Politecn Madrid, Dept Ingn Civil Construcc ETS Ingn Caminos Canales, Prof Aranguren 3, Madrid 28040, Spain
[2] Univ Politecn Madrid, Dept Tecnol Edificac, ETS Edificac, Avda Juan Herrera 6, Madrid 28040, Spain
关键词
Concrete; Graphene oxide; Corrosion inhibition; Reinforcing steel; Chloride environment; Electrochemical measurements; MECHANICAL-PROPERTIES; ELECTRICAL-RESISTIVITY; CEMENTITIOUS COMPOSITES; OXYGEN PERMEABILITY; CARBON-STEEL; CHLORIDE; MICROSTRUCTURE; BEHAVIOR; TRANSPORT; POLYMER;
D O I
10.1016/j.cemconcomp.2024.105835
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Steel reinforcement corrosion significantly reduces the durability and service life of concrete structures, particularly in chloride-rich environments such as marine and coastal areas. This study aims to reduce the corrosion rate using graphene oxide (GO) as a corrosion inhibitor. Two GO dosages (0.0005 and 0.005 wt%) were evaluated for their effectiveness in mitigating corrosion in reinforced concrete exposed to a 3.5M NaCl solution. To assess the corrosion behavior of the steel reinforcement, Open Circuit Potential (OCP), Electrochemical Impedance Spectroscopy (EIS), and Linear Polarization Resistance (LPR) were evaluated over one year by wetting/drying cycles. Oxygen permeability and electrical resistivity tests were also conducted to evaluate the concrete's susceptibility to corrosion. Both GO content demonstrated significant corrosion inhibition, with the 0.005 wt% dosage providing the most effective protection. This was evidenced by the lowest icorr values recorded during the final cycle (52), larger capacitive loops, and higher impedance in EIS results, indicating enhanced corrosion resistance. Visual inspection of steel bars further confirmed these findings, showing no signs of deterioration or discoloration in GO-modified concrete compared to steel bars extracted from reference concrete. SEM-EDS analysis revealed higher carbon content on the steel surface, suggesting GO adsorption and the formation of a protective passive layer. These results suggest that GO is a promising nanomaterial for inhibiting corrosion in steel-reinforced concrete exposed to aggressive environmental conditions.
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页数:15
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共 72 条
  • [41] Nasution Saloma A., 2015, PROCEDIA ENGINEER, P608, DOI [10.1016/j.proeng.2015.11.078, DOI 10.1016/j.proeng.2015.11.078]
  • [42] Mechanical properties and microstructure of a graphene oxide-cement composite
    Pan, Zhu
    He, Li
    Qiu, Ling
    Korayem, Asghar Habibnejad
    Li, Gang
    Zhu, Jun Wu
    Collins, Frank
    Li, Dan
    Duan, Wen Hui
    Wang, Ming Chien
    [J]. CEMENT & CONCRETE COMPOSITES, 2015, 58 : 140 - 147
  • [43] Graphene nanoplatelet reinforced concrete for self-sensing structures - A lifecycle assessment perspective
    Papanikolaou, Ioanna
    Arena, Noemi
    Al-Tabbaa, Abir
    [J]. JOURNAL OF CLEANER PRODUCTION, 2019, 240
  • [44] Microstructure and mechanical properties of carbon nanotube reinforced cementitious composites developed using a novel dispersion technique
    Parveen, Shama
    Rana, Sohel
    Fangueiro, Raul
    Paiva, Maria Conceicao
    [J]. CEMENT AND CONCRETE RESEARCH, 2015, 73 : 215 - 227
  • [45] Properties of cement-based composites using nanoparticles: A comprehensive review
    Paul, Suvash Chandra
    van Rooyen, Algurnon S.
    van Zijl, Gideon P. A. G.
    Petrik, Leslie Felicia
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 1019 - 1034
  • [46] Mechanical properties and microstructure of graphene oxide cement-based composites
    Peng, Hui
    Ge, Yaping
    Cai, C. S.
    Zhang, Yongxing
    Liu, Zhen
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 194 : 102 - 109
  • [47] Characterisation of chloride transport and reinforcement corrosion in concrete under cyclic wetting and drying by electrical resistivity
    Polder, RB
    Peelen, WHA
    [J]. CEMENT & CONCRETE COMPOSITES, 2002, 24 (05) : 427 - 435
  • [48] The Role of Cracks in Chloride-Induced Corrosion of Carbon Steel in Concrete-Review
    Poursaee, Amir
    Ross, Brandon
    [J]. CORROSION AND MATERIALS DEGRADATION, 2022, 3 (02) : 258 - 269
  • [49] Corrosion behavior of steel reinforcement in concrete exposed to composite chloride-sulfate environment
    Pradhan, Bulu
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 72 : 398 - 410
  • [50] Numerical optimization of an impressed current cathodic protection system for reinforced concrete structures
    Qiao, Guofu
    Guo, Bingbing
    Ou, Jinping
    Xu, Feng
    Li, Zuohua
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 119 : 260 - 267