{"title":"High-Srength Fiber Reinforced Concrete Utilizing Closely Spaced Reinforcing Bars","authors":"B. Aarup","doi":"10.14359/5518","DOIUrl":null,"url":null,"abstract":"CRC (Compact Reinforced Composite) is the designation for a special type of fiber reinforced concrete with high strength ( 150-400 MPa) and closely spaced reinforcing bars. The dense matrix with water/powder ratios of typically 0.16 provide a good bond to fibers and reinforcing bars, and the large ·content of steel fibers provide the ductility necessary for utilizing reinforcement effectively. The steel fiber content is typically 2-6% by volume and the content of reinforcing steel is 2-10% by volume. The improved durability of the matrix due to a high micro silica content makes it possible to use a concrete cover to the reinforcement of only 10 mm in aggressive environments, improving the effectiveness of the reinforcement.","PeriodicalId":117541,"journal":{"name":"SP-182: Structural Applications of Fiber Reinforced Concrete","volume":"67 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1999-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-182: Structural Applications of Fiber Reinforced Concrete","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5518","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
Abstract
CRC (Compact Reinforced Composite) is the designation for a special type of fiber reinforced concrete with high strength ( 150-400 MPa) and closely spaced reinforcing bars. The dense matrix with water/powder ratios of typically 0.16 provide a good bond to fibers and reinforcing bars, and the large ·content of steel fibers provide the ductility necessary for utilizing reinforcement effectively. The steel fiber content is typically 2-6% by volume and the content of reinforcing steel is 2-10% by volume. The improved durability of the matrix due to a high micro silica content makes it possible to use a concrete cover to the reinforcement of only 10 mm in aggressive environments, improving the effectiveness of the reinforcement.