{"title":"An experimental study on mechanical behaviour of concrete by partial replacement of sand with brick fines","authors":"M. Sweety Poornima Rau, Y. M. Manjunath","doi":"10.1080/13287982.2023.2269633","DOIUrl":null,"url":null,"abstract":"ABSTRACTHeat is one of the primary factors that causes concrete structures to deteriorate over time and enhance concrete’s structural properties. In an experimental investigation, brick fines were substituted for sand at different percentages of 5%, 10%, 15%, and 20% to test the mechanical behaviour of concrete exposed to high temperatures. At 15% replacement of brick powder, the maximal strength at standard temperatures had attained. An optimal concrete and ordinary concrete had then been exposed for 2 h at temperatures ranging from 100°C to 600°C at 100°C intervals. The quality check and strength characteristics of replacement and conventional concrete were evaluated, including weight loss, Ultrasonic Pulse Velocity (UPV), rebound hammer, and compressive, tensile, and flexural strengths at ambient and high temperatures. The quality of concrete decreased with temperature increase because of crack development and incompatible deformation between aggregate and cement paste. The strength decreased with increased temperature because of calcium silicate hydrate (CSH) breakdown and capillary water evaporation. Furthermore, a particular temperature at which cracks appear in concrete specimens exposed to high temperatures had determined using Scanning Electron Microscopy (SEM) and Energy Dispersive Spectroscopy (EDS) analyses. The brick powder performed better in enhancing the concrete’s strength characteristics after being heated.KEYWORDS: Brick finescompressive strengthelevated temperatureenergy dispersive spectroscopy analysisflexural strengthscanning electron microscopy analysis Disclosure statementNo potential conflict of interest was reported by the author(s).Availability of dataData available on request from the authors.PolicyBasic, share upon request.Data availability statementThe data that support the findings of this study are available from the corresponding author, [author initials], upon reasonable request.Author Contribution StatementSweety Poornima Rau: Conceptualisation; Data curation; Investigation; Methodology; Resources; Writing original draft; Review and writing;M. Manjunath: Visualisation; Supervision; Formal analysis; Project administrationThe corresponding author is responsible for ensuring that the descriptions are accurate and agreed by all authors.The role(s) of all authors listed using the above relevant categories.Authors may have contributed in multiple roles.Credit in no way changes the journal’s criteria to qualify for the authorship.Statements and DeclarationsOn behalf of all authors, the corresponding author states that there is no conflict of interest.","PeriodicalId":45617,"journal":{"name":"Australian Journal of Structural Engineering","volume":"23 S1","pages":"0"},"PeriodicalIF":0.9000,"publicationDate":"2023-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Australian Journal of Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/13287982.2023.2269633","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
ABSTRACTHeat is one of the primary factors that causes concrete structures to deteriorate over time and enhance concrete’s structural properties. In an experimental investigation, brick fines were substituted for sand at different percentages of 5%, 10%, 15%, and 20% to test the mechanical behaviour of concrete exposed to high temperatures. At 15% replacement of brick powder, the maximal strength at standard temperatures had attained. An optimal concrete and ordinary concrete had then been exposed for 2 h at temperatures ranging from 100°C to 600°C at 100°C intervals. The quality check and strength characteristics of replacement and conventional concrete were evaluated, including weight loss, Ultrasonic Pulse Velocity (UPV), rebound hammer, and compressive, tensile, and flexural strengths at ambient and high temperatures. The quality of concrete decreased with temperature increase because of crack development and incompatible deformation between aggregate and cement paste. The strength decreased with increased temperature because of calcium silicate hydrate (CSH) breakdown and capillary water evaporation. Furthermore, a particular temperature at which cracks appear in concrete specimens exposed to high temperatures had determined using Scanning Electron Microscopy (SEM) and Energy Dispersive Spectroscopy (EDS) analyses. The brick powder performed better in enhancing the concrete’s strength characteristics after being heated.KEYWORDS: Brick finescompressive strengthelevated temperatureenergy dispersive spectroscopy analysisflexural strengthscanning electron microscopy analysis Disclosure statementNo potential conflict of interest was reported by the author(s).Availability of dataData available on request from the authors.PolicyBasic, share upon request.Data availability statementThe data that support the findings of this study are available from the corresponding author, [author initials], upon reasonable request.Author Contribution StatementSweety Poornima Rau: Conceptualisation; Data curation; Investigation; Methodology; Resources; Writing original draft; Review and writing;M. Manjunath: Visualisation; Supervision; Formal analysis; Project administrationThe corresponding author is responsible for ensuring that the descriptions are accurate and agreed by all authors.The role(s) of all authors listed using the above relevant categories.Authors may have contributed in multiple roles.Credit in no way changes the journal’s criteria to qualify for the authorship.Statements and DeclarationsOn behalf of all authors, the corresponding author states that there is no conflict of interest.
期刊介绍:
The Australian Journal of Structural Engineering (AJSE) is published under the auspices of the Structural College Board of Engineers Australia. It fulfils part of the Board''s mission for Continuing Professional Development. The journal also offers a means for exchange and interaction of scientific and professional issues and technical developments. The journal is open to members and non-members of Engineers Australia. Original papers on research and development (Technical Papers) and professional matters and achievements (Professional Papers) in all areas relevant to the science, art and practice of structural engineering are considered for possible publication. All papers and technical notes are peer-reviewed. The fundamental criterion for acceptance for publication is the intellectual and professional value of the contribution. Occasionally, papers previously published in essentially the same form elsewhere may be considered for publication. In this case acknowledgement to prior publication must be included in a footnote on page one of the manuscript. These papers are peer-reviewed as new submissions. The length of acceptable contributions typically should not exceed 4,000 to 5,000 word equivalents. Longer manuscripts may be considered at the discretion of the Editor. Technical Notes typically should not exceed about 1,000 word equivalents. Discussions on a Paper or Note published in the AJSE are welcomed. Discussions must address significant matters related to the content of a Paper or Technical Note and may include supplementary and critical comments and questions regarding content.