{"title":"高强度钢制成的带偏心的矩形空心 T 型接头","authors":"Svitlana Kalmykova, František Wald","doi":"10.1002/cepa.3022","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>The presented research aims to investigate how the choice of steel grade affects the resistance of T-shaped RHS-to-RHS structural connections, specifically those involving an offset of a brace toward the wall of a chord. To assess the mechanical resistance of these connections, the numerical non-linear FE modelling with ABAQUS software were utilized, which is then validated against results obtained from the analytical model developed by Kalmykova & Wald [1]. Material modelling is carried out for steel grades S355, S460, and S690, using standardized parametric curves as outlined in EN 1993-1-8. It is evident that variations in material properties and the <i>f<sub>y</sub>/f<sub>u</sub></i> ratio influence the behavior of these connections, particularly at the 3% deformation level.</p>\n </div>","PeriodicalId":100223,"journal":{"name":"ce/papers","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-03-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.3022","citationCount":"0","resultStr":"{\"title\":\"RECTANGULAR HOLLOW T-SHAPED JOINT WITH ECCENTRICITY MADE OF HIGH STRENGTH STEELS\",\"authors\":\"Svitlana Kalmykova, František Wald\",\"doi\":\"10.1002/cepa.3022\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n <p>The presented research aims to investigate how the choice of steel grade affects the resistance of T-shaped RHS-to-RHS structural connections, specifically those involving an offset of a brace toward the wall of a chord. To assess the mechanical resistance of these connections, the numerical non-linear FE modelling with ABAQUS software were utilized, which is then validated against results obtained from the analytical model developed by Kalmykova & Wald [1]. Material modelling is carried out for steel grades S355, S460, and S690, using standardized parametric curves as outlined in EN 1993-1-8. It is evident that variations in material properties and the <i>f<sub>y</sub>/f<sub>u</sub></i> ratio influence the behavior of these connections, particularly at the 3% deformation level.</p>\\n </div>\",\"PeriodicalId\":100223,\"journal\":{\"name\":\"ce/papers\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-03-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.3022\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"ce/papers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3022\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"ce/papers","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3022","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
RECTANGULAR HOLLOW T-SHAPED JOINT WITH ECCENTRICITY MADE OF HIGH STRENGTH STEELS
The presented research aims to investigate how the choice of steel grade affects the resistance of T-shaped RHS-to-RHS structural connections, specifically those involving an offset of a brace toward the wall of a chord. To assess the mechanical resistance of these connections, the numerical non-linear FE modelling with ABAQUS software were utilized, which is then validated against results obtained from the analytical model developed by Kalmykova & Wald [1]. Material modelling is carried out for steel grades S355, S460, and S690, using standardized parametric curves as outlined in EN 1993-1-8. It is evident that variations in material properties and the fy/fu ratio influence the behavior of these connections, particularly at the 3% deformation level.
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