{"title":"建筑用钢在负温度条件下屈服强度提高的评定","authors":"S. Sokolov, I. Vasiliev, D. Tulin","doi":"10.31044/1814-4632-2021-7-30-34","DOIUrl":null,"url":null,"abstract":"Experimental data and mathematical models of the dependence of the yield strength of constructional steels on test temperature have been analyzed. Adequacy of the known models is evaluated, and recommendations are given for determining the yield strength of low-carbon and low-alloy constructional steels under the negative climatic temperature action.","PeriodicalId":11136,"journal":{"name":"Deformation and Fracture of Materials","volume":"2014 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Evaluation of increase in yield strength of constructional steels under conditions of negative temperatures\",\"authors\":\"S. Sokolov, I. Vasiliev, D. Tulin\",\"doi\":\"10.31044/1814-4632-2021-7-30-34\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Experimental data and mathematical models of the dependence of the yield strength of constructional steels on test temperature have been analyzed. Adequacy of the known models is evaluated, and recommendations are given for determining the yield strength of low-carbon and low-alloy constructional steels under the negative climatic temperature action.\",\"PeriodicalId\":11136,\"journal\":{\"name\":\"Deformation and Fracture of Materials\",\"volume\":\"2014 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Deformation and Fracture of Materials\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31044/1814-4632-2021-7-30-34\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Deformation and Fracture of Materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31044/1814-4632-2021-7-30-34","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Evaluation of increase in yield strength of constructional steels under conditions of negative temperatures
Experimental data and mathematical models of the dependence of the yield strength of constructional steels on test temperature have been analyzed. Adequacy of the known models is evaluated, and recommendations are given for determining the yield strength of low-carbon and low-alloy constructional steels under the negative climatic temperature action.
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