Advances in concrete construction

  • 제1권4호
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  • Pages.305-318
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  • 2013
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Engineering properties of steel fibre reinforced geopolymer concrete

  • Ganesan, N. (Department of Civil Engineering, National Institute of Technology Calicut) ;
  • Indira, P.V. (Department of Civil Engineering, National Institute of Technology Calicut) ;
  • Santhakumar, Anjana (Department of Civil Engineering, National Institute of Technology Calicut)
  • 투고 : 2013.08.13
  • 심사 : 2013.12.06
  • 발행 : 2013.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Engineering properties such as compressive strength, splitting tensile strength, modulus of rupture, modulus of elasticity and Poisson's ratio of geopolymer concrete (GPC) and steel fibre reinforced geopolymer concrete (SFRGPC) have been obtained from standard tests and compared. A total of 15 specimens were tested for determining each property. The grade of concrete used was M 40. The percentages of steel fibres considered include 0.25%, 0.5%, 0.75% and 1%. In general, the addition of fibres improved the mechanical properties of both GPC and SFRGPC. However the increase was found to be nominal in the case of compressive strength (8.51%), significant in the case of splitting tensile strength (61.63%), modulus of rupture (24%), modulus of elasticity (64.92%) and Poisson's ratio (50%) at 1% volume fraction of fibres. An attempt was made to obtain the relation between the various engineering properties with the percentage of fibres added.

키워드

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