{"title":"带凸缘和腹板加强筋的梯形板的弹性临界应力","authors":"Torsten Höglund","doi":"10.19080/cerj.2020.09.555772","DOIUrl":null,"url":null,"abstract":" (11) 2 3 p p r 1 r 22 2 sa p 1 1 p 1 3 3 2 1 1 1 1 3 2 6 n b b s b s A EI b b s b D b α = + − + − ⋅ +","PeriodicalId":30320,"journal":{"name":"Constructii Journal of Civil Engineering Research","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2020-02-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Elastic Critical Stress for Trapezoidal Sheeting with Flange and Web Stiffeners\",\"authors\":\"Torsten Höglund\",\"doi\":\"10.19080/cerj.2020.09.555772\",\"DOIUrl\":null,\"url\":null,\"abstract\":\" (11) 2 3 p p r 1 r 22 2 sa p 1 1 p 1 3 3 2 1 1 1 1 3 2 6 n b b s b s A EI b b s b D b α = + − + − ⋅ +\",\"PeriodicalId\":30320,\"journal\":{\"name\":\"Constructii Journal of Civil Engineering Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-02-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Constructii Journal of Civil Engineering Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.19080/cerj.2020.09.555772\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Constructii Journal of Civil Engineering Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.19080/cerj.2020.09.555772","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Elastic Critical Stress for Trapezoidal Sheeting with Flange and Web Stiffeners
(11) 2 3 p p r 1 r 22 2 sa p 1 1 p 1 3 3 2 1 1 1 1 3 2 6 n b b s b s A EI b b s b D b α = + − + − ⋅ +