{"title":"浅各向异性塑料壳","authors":"M.Sh. Mikeladze","doi":"10.1016/0369-5816(65)90021-9","DOIUrl":null,"url":null,"abstract":"<div><p>Equations describing the behaviour of shallow anisotropic plastic shells are derived. The treatment includes the problem of load carrying capacity and optimum (minimum volume) design. The material of the shell is assumed to be rigid-plastic and to obey Hill's yield condition and the associated flow rule.</p></div>","PeriodicalId":100973,"journal":{"name":"Nuclear Structural Engineering","volume":"1 4","pages":"Pages 414-418"},"PeriodicalIF":0.0000,"publicationDate":"1965-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0369-5816(65)90021-9","citationCount":"3","resultStr":"{\"title\":\"Shallow anisotropic plastic shells\",\"authors\":\"M.Sh. Mikeladze\",\"doi\":\"10.1016/0369-5816(65)90021-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Equations describing the behaviour of shallow anisotropic plastic shells are derived. The treatment includes the problem of load carrying capacity and optimum (minimum volume) design. The material of the shell is assumed to be rigid-plastic and to obey Hill's yield condition and the associated flow rule.</p></div>\",\"PeriodicalId\":100973,\"journal\":{\"name\":\"Nuclear Structural Engineering\",\"volume\":\"1 4\",\"pages\":\"Pages 414-418\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1965-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0369-5816(65)90021-9\",\"citationCount\":\"3\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Nuclear Structural Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0369581665900219\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Nuclear Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0369581665900219","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Equations describing the behaviour of shallow anisotropic plastic shells are derived. The treatment includes the problem of load carrying capacity and optimum (minimum volume) design. The material of the shell is assumed to be rigid-plastic and to obey Hill's yield condition and the associated flow rule.
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