{"title":"ENHANCE THE STRENGTH OF REINFORCED CONCRETE USING BY STEEL FIBER","authors":"Ruchi Rathore, V. K. Modi","doi":"10.23883/ijrter.2019.5045.vfmny","DOIUrl":null,"url":null,"abstract":"The fibers are very small in size & distributed on all over the concrete mix. The accumulation of steel fibersin concrete and create new type of concrete for different purpose. Different type of mix design can be made for this investigation. The fibers taken in this investigation were round shaped fibers and that aspect ratio used, was 75 in this experimental investigation. The entire specimen were casted in lab with the steel fibers. The addition of steel fiber were 0.5, 0.1, 1.5, 2.0 by percent of mix. The tests performed for this experimental program were compressive strength, Flexural Strength, split tensile strength etc.","PeriodicalId":143099,"journal":{"name":"INTERNATIONAL JOURNAL OF RECENT TRENDS IN ENGINEERING & RESEARCH","volume":"14 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"INTERNATIONAL JOURNAL OF RECENT TRENDS IN ENGINEERING & RESEARCH","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.23883/ijrter.2019.5045.vfmny","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The fibers are very small in size & distributed on all over the concrete mix. The accumulation of steel fibersin concrete and create new type of concrete for different purpose. Different type of mix design can be made for this investigation. The fibers taken in this investigation were round shaped fibers and that aspect ratio used, was 75 in this experimental investigation. The entire specimen were casted in lab with the steel fibers. The addition of steel fiber were 0.5, 0.1, 1.5, 2.0 by percent of mix. The tests performed for this experimental program were compressive strength, Flexural Strength, split tensile strength etc.