{"title":"基于有限元法的钢腐蚀膨胀数值模拟","authors":"Xiaoping Gu, Chunsheng Li","doi":"10.1109/ICIC.2011.85","DOIUrl":null,"url":null,"abstract":"Steel corrosion is a major reason for the durability of reinforced concrete structures. The simulation of steel corrosion is the key to predict the life of concrete. This paper summarized the simulation methods of steel corrosion and had an equivalent simulation to steel corrosion based on the principle of thermal expansion and contraction. Finally, according to this method the destructive process of reinforced concrete beams was successfully simulated.","PeriodicalId":6397,"journal":{"name":"2011 Fourth International Conference on Information and Computing","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2011-04-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Numerical Simulation of Steel Corrosion Expansion Based on Finite Element Method\",\"authors\":\"Xiaoping Gu, Chunsheng Li\",\"doi\":\"10.1109/ICIC.2011.85\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Steel corrosion is a major reason for the durability of reinforced concrete structures. The simulation of steel corrosion is the key to predict the life of concrete. This paper summarized the simulation methods of steel corrosion and had an equivalent simulation to steel corrosion based on the principle of thermal expansion and contraction. Finally, according to this method the destructive process of reinforced concrete beams was successfully simulated.\",\"PeriodicalId\":6397,\"journal\":{\"name\":\"2011 Fourth International Conference on Information and Computing\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2011-04-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2011 Fourth International Conference on Information and Computing\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICIC.2011.85\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2011 Fourth International Conference on Information and Computing","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICIC.2011.85","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Numerical Simulation of Steel Corrosion Expansion Based on Finite Element Method
Steel corrosion is a major reason for the durability of reinforced concrete structures. The simulation of steel corrosion is the key to predict the life of concrete. This paper summarized the simulation methods of steel corrosion and had an equivalent simulation to steel corrosion based on the principle of thermal expansion and contraction. Finally, according to this method the destructive process of reinforced concrete beams was successfully simulated.
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