{"title":"变形钢筋嵌入钢纤维混凝土中的粘结","authors":"F.S. Rostásy , K. Hartwich","doi":"10.1016/0262-5075(88)90003-6","DOIUrl":null,"url":null,"abstract":"<div><p>It is known that the addition of steel fibres leads to a reduction of crack width of bending elements in reinforced concrete. It is, however, not established whether this effect is only due to the proven transfer of tensile force by the fibres across cracks or also because of an improvement of bond of the embedded deformed bar reinforcement by fibres. It is the aim of this report to enchance knowledge about bond of reinforcement embedded in fibre reinforced normal concrete.</p></div>","PeriodicalId":100692,"journal":{"name":"International Journal of Cement Composites and Lightweight Concrete","volume":"10 3","pages":"Pages 151-158"},"PeriodicalIF":0.0000,"publicationDate":"1988-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0262-5075(88)90003-6","citationCount":"17","resultStr":"{\"title\":\"Bond of deformed reinforcing bar embedded in steel fibre reinforced concrete\",\"authors\":\"F.S. Rostásy , K. Hartwich\",\"doi\":\"10.1016/0262-5075(88)90003-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>It is known that the addition of steel fibres leads to a reduction of crack width of bending elements in reinforced concrete. It is, however, not established whether this effect is only due to the proven transfer of tensile force by the fibres across cracks or also because of an improvement of bond of the embedded deformed bar reinforcement by fibres. It is the aim of this report to enchance knowledge about bond of reinforcement embedded in fibre reinforced normal concrete.</p></div>\",\"PeriodicalId\":100692,\"journal\":{\"name\":\"International Journal of Cement Composites and Lightweight Concrete\",\"volume\":\"10 3\",\"pages\":\"Pages 151-158\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1988-08-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0262-5075(88)90003-6\",\"citationCount\":\"17\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Cement Composites and Lightweight Concrete\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0262507588900036\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Cement Composites and Lightweight Concrete","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0262507588900036","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Bond of deformed reinforcing bar embedded in steel fibre reinforced concrete
It is known that the addition of steel fibres leads to a reduction of crack width of bending elements in reinforced concrete. It is, however, not established whether this effect is only due to the proven transfer of tensile force by the fibres across cracks or also because of an improvement of bond of the embedded deformed bar reinforcement by fibres. It is the aim of this report to enchance knowledge about bond of reinforcement embedded in fibre reinforced normal concrete.
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