Research on the Corrosion Inhibition Effect of Xanthium sibiricum on Reinforced Steel and the Prediction of Reinforced Concrete Performance under a Stray Current and Chloride Environment

被引:0
作者
Liu, Qi [1 ]
Yuan, Min [2 ]
Zhang, Jiaming [1 ]
Qiang, Sheng [1 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210003, Peoples R China
[2] Changjiang River Sci Res Inst, Wuhan 430010, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 16期
基金
中国国家自然科学基金;
关键词
reinforced concrete; stray current; chloride environment; green corrosion inhibitor; durability of concrete structures; compressive strength prediction;
D O I
10.3390/app14166986
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application: The results obtained in this study can be applied to optimize engineering design, providing assistance in enhancing the durability of concrete structures. This study examined a newly developed environmentally friendly plant-based corrosion inhibitor (Xanthium sibiricum). The natural potential method, linear polarization method, steel weight loss method, and corrosion area method were employed to verify the inhibitor's effectiveness in chloride-containing concrete. The results indicated that Xanthium sibiricum elevated the natural potential of reinforcing steel in concrete, increased its self-corrosion potential, and reduced the self-corrosion current. After three months of curing, the corrosion rate of steel without an inhibitor was approximately 47.5% faster than the experimental group, with the steel loss rate about 40% more severe. The effectiveness of the inhibitor was influenced by increased chloride content in concrete. A two-dimensional multiphase ion transport model of reinforced concrete with realistic aggregate distribution was established using the finite element method (FEM). This model simulated chloride ion transport under typical civil engineering service environments-the coupled effects of a stray current and chloride environment. A predictive formula for the residual compressive strength of reinforced concrete was derived after corrosion under various voltages and chloride ion concentrations for a specific duration. In conjunction with a pump station project operating in a similar environment, the optimal dosage of the Xanthium sibiricum inhibitor for practical engineering was determined to be 2 g/L. At this dosage, the strength of reinforced concrete specimens increased by approximately 31.1%. Finally, a predictive formula for the residual compressive strength of reinforced concrete with an added inhibitor was obtained after corrosion under various voltages and chloride ion concentrations for a specific duration. The conclusions can enhance the durability and safety of concrete structures in similar projects, showing promising application prospects.
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页数:18
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