Ce对HRB500E铁杆腐蚀层结构演变和耐腐蚀性的影响
Tianyou Wang1,2, Shangjun Gu3, Jie Wang3
1College of Materials and Metallurgy, Guizhou University, Guiyang, 550025, People's Republic of China.
Scientific reports
|July 23, 2024
概括
将 (Ce) 添加到HRB500E钢筋中可以提高其耐腐蚀性. 这项研究调查了Ce如何提高杆的保护性质.
科学领域:
- 材料科学 材料科学 材料科学
- 腐蚀工程 腐蚀工程
- 金工程 金工程 金工程
背景情况:
- HRB500E钢筋是一种高强度钢,具有较差的耐腐蚀性.
- 稀土元素,如 (Ce),可以提高钢的腐蚀性能.
研究的目的:
- 为了评估添加 (Ce) 的HRB500E钢筋的耐腐蚀性.
- 调查Ce对铁杆腐蚀产品层结构演变的影响.
主要方法:
- 使用减重测试和电化学测量来评估腐蚀.
- 扫描电子显微镜 (SEM),EPMA,XRD和XPS分析了腐蚀产品层的结构和组成.
主要成果:
- 将0.044重量%的Ce添加到钢筋中,降低了腐蚀速率,并改善了腐蚀产品层的密度.
- 这种添加增加了Ecorr,降低了Icorr,增强了Rc,增加了α-FeOOH含量和生层中的α/gamma比.
- 在生层中形成的氧化 (CeO2),增强了其保护性阻塞能力.
结论:
- 添加显著提高了HRB500E钢筋的耐腐蚀性.
- 形成含有CeO2的稳定,密集的腐蚀产品层,有助于在恶劣环境中延长使用寿命.
更多相关视频
12:18Co-localizing Kelvin Probe Force Microscopy with Other Microscopies and Spectroscopies: Selected Applications in Corrosion Characterization of Alloys
Published on: June 27, 2022
2.6K
10:00Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
Published on: August 31, 2017
15.4K
相关概念视频
Corrosion of Reinforcement
173
The corrosion of steel reinforcement within concrete is a process influenced by the material's inherent properties and external factors. The high pH level of around 13, provided by calcium hydroxide present in concrete, initially protects the steel reinforcement by promoting the formation of a passive iron oxide layer on its surface.
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
173
Reinforcements in Concrete
81
Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
81
Abrasion Resistance of Concrete
120
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
120
Corrosion
23.9K
The degradation of metals due to natural electrochemical processes is known as corrosion. Rust formation on iron, tarnishing of silver, and the blue-green patina that develops on copper are examples of corrosion. Corrosion involves the oxidation of metals. Sometimes it is protective, such as the oxidation of copper or aluminum, wherein a protective layer of metal oxide or its derivatives forms on the surface, protecting the underlying metal from further oxidation. In other cases, corrosion is...
23.9K
Effect of Sea Water on Concrete
209
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
209
Residual Stresses
211
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
211
