A metallurgical approach to civil- and mechanical-engineering corrosion problems

解决土木和机械工程腐蚀问题的冶金方法

• 批准号: RGPIN-2020-04530
• 负责人: Hansson, Carolyn
• 金额: $ 3.35万
• 依托单位: University of Waterloo
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2021
• 资助国家: 加拿大
• 起止时间: 2021-01-01 至 2022-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=740019
• 关键词: metallurgical; approach; civil; mechanical; engineering

The proposed program addresses two major problems: (i) the corrosion of reinforcing steels in concrete and (ii) the corrosion and stress corrosion cracking behaviour of aluminum alloys for structural automobile components. In both cases, the corrosion is predominantly caused by exposure to de-icing salts. While these are practical engineering problems in need of effective solutions, a basic understanding of the mechanism of corrosion is required to optimise the solutions. The mechanisms are influenced by the composition, microstructure and surface condition of the alloys, and the in-service environmental conditions. The anti-icing agents applied to Ontario highways are no longer simply "rock salt" but are concentrated brines of different chloride salts: calcium chloride, magnesium chloride as well as sodium chloride and a mixture of all three chlorides. The goal of the proposed program is to develop an understanding of the influence of the different salts on corrosion behaviour of metals and alloys both in the highway infrastructure and automobile components. This will enable the most appropriate anti-icing agents to be selected for specific applications. During the current Discovery Grant period, the development of the passive films in concrete and their breakdown by sodium chloride on both carbon and stainless-steel reinforcement have been studied using the Mott Schottky analysis. It is anticipated the application of calcium chloride and magnesium chloride as anti-icing agents will be even more deleterious than sodium chloride to the reinforcement. We have already shown the calcium-and magnesium-based salts affect the mechanical properties of concrete: they reduce the compressive strengths of concrete by as much as 30% over a period of five years. In the proposed program, these effects will be further investigated. Since highway structures are required to provide service over many decades, this will include thermodynamic calculations to provide expected functionality in the long-term. Most corrosion studies of aluminum alloys have been in sodium chloride environments but it is expected that the corrosion can will be influenced by the different de-icing agents. The general corrosion behaviour will be investigated by conventional electrochemical techniques, while the localized corrosion of individual phases will be studied by scanning electrochemical microscopy. X-ray photoelectron spectroscopy and Mott-Schottky analysis will be used to study the structure, semiconducting properties and composition of the passive films formed before and after exposure to the salts. During the course of the program, two doctoral students and three master's students will be conducting their research on these topics. There is a demand for engineering graduates with a knowledge of corrosion, as evidenced by the multiple offers of employment received by my recent graduates.

该计划解决了两个主要问题：（i）钢筋混凝土中的腐蚀和（ii）铝合金结构汽车部件的腐蚀和应力腐蚀开裂行为。在这两种情况下，腐蚀主要是由暴露于除冰盐引起的。虽然这些都是需要有效解决方案的实际工程问题，但需要对腐蚀机制有基本的了解才能优化解决方案。合金的成分、显微组织和表面状态以及服役环境条件对这些机制都有影响。用于安大略高速公路的防冰剂不再是简单的“岩盐”，而是不同氯化物盐的浓缩盐水：氯化钙、氯化镁以及氯化钠和所有三种氯化物的混合物。该计划的目标是了解不同盐对高速公路基础设施和汽车部件中金属和合金腐蚀行为的影响。这将使最合适的防冻剂，以选择特定的应用。在当前的发现资助期间，使用Mott Schottky分析研究了混凝土中钝化膜的发展以及碳和不锈钢钢筋上氯化钠对其的破坏。预期氯化钙和氯化镁作为防冻剂的应用将比氯化钠对钢筋的危害更大。我们已经证明了钙盐和镁盐会影响混凝土的机械性能：在五年的时间里，它们会使混凝土的抗压强度降低30%。在拟议的计划中，这些影响将进一步研究。由于公路结构需要提供数十年的服务，这将包括热力学计算，以提供长期的预期功能。 大多数铝合金的腐蚀研究都是在氯化钠环境中进行的，但预计腐蚀会受到不同除冰剂的影响。一般的腐蚀行为将通过传统的电化学技术进行研究，而局部腐蚀的各个阶段将通过扫描电化学显微镜进行研究。X射线光电子能谱和Mott-Schottky分析将用于研究暴露于盐之前和之后形成的钝化膜的结构、半导体性质和组成。 在该计划的过程中，两名博士生和三名硕士生将对这些主题进行研究。有需求的工程专业毕业生与腐蚀的知识，证明了我最近的毕业生收到的就业机会多。