{"title":"复合不可拆卸模板柔性构件的应力-应变状态","authors":"N. Shalobyta, T. Shalobyta","doi":"10.37105/iboa.10","DOIUrl":null,"url":null,"abstract":"The article deals with the work under load of a bent reinforced concrete girder element with a fixed formwork made of cement-bonded particleboard reinforced with. The main strength and deformation parameters of a multi component structure are determined, the main pre-purpose of which is to use overlap for monolithic structures with the inclusion of non-removable formwork of cement-bonded wood board in collaboration.","PeriodicalId":227499,"journal":{"name":"Inżynieria Bezpieczeństwa Obiektów Antropogenicznych","volume":"44 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":"{\"title\":\"STRESS-STRAINSTATE OF THE FLEXIBLE ELEMENT WITH COMPOSITE UNREMOVABLE FORMWORK\",\"authors\":\"N. Shalobyta, T. Shalobyta\",\"doi\":\"10.37105/iboa.10\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article deals with the work under load of a bent reinforced concrete girder element with a fixed formwork made of cement-bonded particleboard reinforced with. The main strength and deformation parameters of a multi component structure are determined, the main pre-purpose of which is to use overlap for monolithic structures with the inclusion of non-removable formwork of cement-bonded wood board in collaboration.\",\"PeriodicalId\":227499,\"journal\":{\"name\":\"Inżynieria Bezpieczeństwa Obiektów Antropogenicznych\",\"volume\":\"44 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-10-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"3\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Inżynieria Bezpieczeństwa Obiektów Antropogenicznych\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.37105/iboa.10\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Inżynieria Bezpieczeństwa Obiektów Antropogenicznych","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37105/iboa.10","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
STRESS-STRAINSTATE OF THE FLEXIBLE ELEMENT WITH COMPOSITE UNREMOVABLE FORMWORK
The article deals with the work under load of a bent reinforced concrete girder element with a fixed formwork made of cement-bonded particleboard reinforced with. The main strength and deformation parameters of a multi component structure are determined, the main pre-purpose of which is to use overlap for monolithic structures with the inclusion of non-removable formwork of cement-bonded wood board in collaboration.
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