Thuy Tran Thi Thu, Tu Nguyen Anh, Hue Nguyen Thi, Hong Nguyen Thi
{"title":"利用改进的一阶剪切理论和等时几何方法,研究位于粘弹性地基上的双曲面生物启发复合材料壳体在爆炸荷载作用下的瞬态响应","authors":"Thuy Tran Thi Thu, Tu Nguyen Anh, Hue Nguyen Thi, Hong Nguyen Thi","doi":"10.1016/j.dt.2024.02.003","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":502639,"journal":{"name":"Defence Technology","volume":"96 10","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Transient response of doubly-curved bio-inspired composite shells resting on viscoelastic foundation subject to blast load using improved first-order shear theory and isogeometric approach\",\"authors\":\"Thuy Tran Thi Thu, Tu Nguyen Anh, Hue Nguyen Thi, Hong Nguyen Thi\",\"doi\":\"10.1016/j.dt.2024.02.003\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":502639,\"journal\":{\"name\":\"Defence Technology\",\"volume\":\"96 10\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Defence Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1016/j.dt.2024.02.003\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Defence Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1016/j.dt.2024.02.003","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Transient response of doubly-curved bio-inspired composite shells resting on viscoelastic foundation subject to blast load using improved first-order shear theory and isogeometric approach