{"title":"碳纤维布加固玄武岩混凝土损伤梁的变形、破坏特征及计算","authors":"I. Karpiuk","doi":"10.31650/2707-3068-2022-26-97-114","DOIUrl":null,"url":null,"abstract":"The article presents the results of tests of concrete beams with basalt-plastic reinforcement (BFRP). These beams in previous studies were brought to the limit (ULS) state, and then reinforced with carbon fiber webs (CFRP).","PeriodicalId":365885,"journal":{"name":"Modern structures of metal and wood","volume":"34 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"FEATURES OF DEFORMATION, DESTRUCTION AND CALCULATION OF DAMAGED BASALT CONCRETE BEAMS REINFORCED WITH CARBON FIBER CLOTH\",\"authors\":\"I. Karpiuk\",\"doi\":\"10.31650/2707-3068-2022-26-97-114\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article presents the results of tests of concrete beams with basalt-plastic reinforcement (BFRP). These beams in previous studies were brought to the limit (ULS) state, and then reinforced with carbon fiber webs (CFRP).\",\"PeriodicalId\":365885,\"journal\":{\"name\":\"Modern structures of metal and wood\",\"volume\":\"34 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Modern structures of metal and wood\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31650/2707-3068-2022-26-97-114\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Modern structures of metal and wood","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31650/2707-3068-2022-26-97-114","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
FEATURES OF DEFORMATION, DESTRUCTION AND CALCULATION OF DAMAGED BASALT CONCRETE BEAMS REINFORCED WITH CARBON FIBER CLOTH
The article presents the results of tests of concrete beams with basalt-plastic reinforcement (BFRP). These beams in previous studies were brought to the limit (ULS) state, and then reinforced with carbon fiber webs (CFRP).
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