{"title":"有限元模拟对y形加筋板轴压极限强度的影响","authors":"M. Xu, Meng Jia Ren, B. Zhang, J. Pan","doi":"10.1109/USYS.2018.8779029","DOIUrl":null,"url":null,"abstract":"A series of FE analyses are conducted to investigate the influence of boundary conditions and model range on the ultimate strength and bulking behavior with Non-linear FE (finite element) method. Models that have same section size and include different number of stiffeners are used in research about influence of extent of model and choosing a portable extent of model. Another set of models with same section size and extent are applied different boundary conditions including simply supported boundary, clamped supported boundary condition and periodical boundary condition. The effects of the continuity of the stiffened panel with different geometric models and boundary conditions on its collapse mode are investigated.","PeriodicalId":299885,"journal":{"name":"2018 IEEE 8th International Conference on Underwater System Technology: Theory and Applications (USYS)","volume":"24 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of FE modeling on ultimate strength of Y-shape stiffened panels under axial compression\",\"authors\":\"M. Xu, Meng Jia Ren, B. Zhang, J. Pan\",\"doi\":\"10.1109/USYS.2018.8779029\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A series of FE analyses are conducted to investigate the influence of boundary conditions and model range on the ultimate strength and bulking behavior with Non-linear FE (finite element) method. Models that have same section size and include different number of stiffeners are used in research about influence of extent of model and choosing a portable extent of model. Another set of models with same section size and extent are applied different boundary conditions including simply supported boundary, clamped supported boundary condition and periodical boundary condition. The effects of the continuity of the stiffened panel with different geometric models and boundary conditions on its collapse mode are investigated.\",\"PeriodicalId\":299885,\"journal\":{\"name\":\"2018 IEEE 8th International Conference on Underwater System Technology: Theory and Applications (USYS)\",\"volume\":\"24 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2018 IEEE 8th International Conference on Underwater System Technology: Theory and Applications (USYS)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/USYS.2018.8779029\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2018 IEEE 8th International Conference on Underwater System Technology: Theory and Applications (USYS)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/USYS.2018.8779029","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Influence of FE modeling on ultimate strength of Y-shape stiffened panels under axial compression
A series of FE analyses are conducted to investigate the influence of boundary conditions and model range on the ultimate strength and bulking behavior with Non-linear FE (finite element) method. Models that have same section size and include different number of stiffeners are used in research about influence of extent of model and choosing a portable extent of model. Another set of models with same section size and extent are applied different boundary conditions including simply supported boundary, clamped supported boundary condition and periodical boundary condition. The effects of the continuity of the stiffened panel with different geometric models and boundary conditions on its collapse mode are investigated.