A A Plugin, W Zhu, M A Murygin, D A Plugin, N O Murygina
{"title":"混凝土结构电腐蚀过程的新研究方法","authors":"A A Plugin, W Zhu, M A Murygin, D A Plugin, N O Murygina","doi":"10.1088/1755-1315/1376/1/012018","DOIUrl":null,"url":null,"abstract":"The paths of electric currents flowing through sleepers and traditional methods of corrosion under the influence of leakage currents are analysed. Based on the results of this analysis, a new method of studying the processes occurring in concrete under the influence of electrical potentials is proposed for comparative studies of the electro-corrosion behaviour of sleepers and other structures with steel and composite reinforcement. The method involves the application of electric potentials, constant or pulsating unidirectional, to the sleeper models and the study of samples extracted from the models using nanoindentation. By means of nanoindentation it is possible to obtain the values of the micromechanical properties of the cement paste, the modulus of elasticity <italic toggle=\"yes\">E</italic> and the hardness H, which depend on the degree of its electromigration leaching. It is experimentally proved that due to electromigration leaching, <italic toggle=\"yes\">E</italic> and <italic toggle=\"yes\">H</italic> decrease, starting from the face of the model, for which a negative potential is applied. The values of unleached and maximally leached cement paste with <italic toggle=\"yes\">W/C</italic> = 0.35, which is characteristic of concrete sleepers, are determined. It is found that the nature of these dependencies and, consequently, the intensity of electro-corrosion processes in concrete, depends on the nature of the applied electrical potential (constant or pulsating unidirectional) and the type of reinforcement (steel or composite).","PeriodicalId":14556,"journal":{"name":"IOP Conference Series: Earth and Environmental Science","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"New research methods of electro-corrosion processes in concrete structures\",\"authors\":\"A A Plugin, W Zhu, M A Murygin, D A Plugin, N O Murygina\",\"doi\":\"10.1088/1755-1315/1376/1/012018\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paths of electric currents flowing through sleepers and traditional methods of corrosion under the influence of leakage currents are analysed. Based on the results of this analysis, a new method of studying the processes occurring in concrete under the influence of electrical potentials is proposed for comparative studies of the electro-corrosion behaviour of sleepers and other structures with steel and composite reinforcement. The method involves the application of electric potentials, constant or pulsating unidirectional, to the sleeper models and the study of samples extracted from the models using nanoindentation. By means of nanoindentation it is possible to obtain the values of the micromechanical properties of the cement paste, the modulus of elasticity <italic toggle=\\\"yes\\\">E</italic> and the hardness H, which depend on the degree of its electromigration leaching. It is experimentally proved that due to electromigration leaching, <italic toggle=\\\"yes\\\">E</italic> and <italic toggle=\\\"yes\\\">H</italic> decrease, starting from the face of the model, for which a negative potential is applied. The values of unleached and maximally leached cement paste with <italic toggle=\\\"yes\\\">W/C</italic> = 0.35, which is characteristic of concrete sleepers, are determined. It is found that the nature of these dependencies and, consequently, the intensity of electro-corrosion processes in concrete, depends on the nature of the applied electrical potential (constant or pulsating unidirectional) and the type of reinforcement (steel or composite).\",\"PeriodicalId\":14556,\"journal\":{\"name\":\"IOP Conference Series: Earth and Environmental Science\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"IOP Conference Series: Earth and Environmental Science\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1088/1755-1315/1376/1/012018\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"IOP Conference Series: Earth and Environmental Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1088/1755-1315/1376/1/012018","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
分析了电流流经枕木的路径以及在泄漏电流影响下的传统腐蚀方法。根据分析结果,提出了一种研究混凝土在电势影响下发生过程的新方法,用于枕木和其他钢筋及复合钢筋结构电腐蚀行为的比较研究。该方法包括对枕木模型施加恒定或脉动单向电势,并使用纳米压痕法对从模型中提取的样品进行研究。通过纳米压痕法可以获得水泥浆的微观机械性能值、弹性模量 E 和硬度 H,它们取决于电迁移浸出的程度。实验证明,由于电迁移沥滤,E 和 H 从模型面开始下降,模型面施加了负电位。确定了 W/C = 0.35 的未浸出和最大浸出水泥浆的值,这是混凝土枕木的特征。研究发现,这些依赖关系的性质以及混凝土中电腐蚀过程的强度取决于所施加电势的性质(恒定或脉动单向)和钢筋类型(钢筋或复合钢筋)。
New research methods of electro-corrosion processes in concrete structures
The paths of electric currents flowing through sleepers and traditional methods of corrosion under the influence of leakage currents are analysed. Based on the results of this analysis, a new method of studying the processes occurring in concrete under the influence of electrical potentials is proposed for comparative studies of the electro-corrosion behaviour of sleepers and other structures with steel and composite reinforcement. The method involves the application of electric potentials, constant or pulsating unidirectional, to the sleeper models and the study of samples extracted from the models using nanoindentation. By means of nanoindentation it is possible to obtain the values of the micromechanical properties of the cement paste, the modulus of elasticity E and the hardness H, which depend on the degree of its electromigration leaching. It is experimentally proved that due to electromigration leaching, E and H decrease, starting from the face of the model, for which a negative potential is applied. The values of unleached and maximally leached cement paste with W/C = 0.35, which is characteristic of concrete sleepers, are determined. It is found that the nature of these dependencies and, consequently, the intensity of electro-corrosion processes in concrete, depends on the nature of the applied electrical potential (constant or pulsating unidirectional) and the type of reinforcement (steel or composite).