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Investigation on Mechanical Properties of Metakaolin Added Steel Fibers Reinforced Concrete

  • P. R. Awsarmal
  • R. M. Damgir
  • Sandeep L. Hake
Conference paper

Abstract

This examination is for societal advances. Creation of concrete outcomes in substantial natural contamination because of the outflow of CO2 gas. Additionally, the crude materials utilized for the assembling of concrete are quarried from the normal land developments. Scientists have begun chipping away at incomplete supplementation of common Portland bond mineral or crude materials by normally happening, made, or human made squander. Different kinds of pozzolanic materials viz. fly powder, silica smolder; metakaolin, impact heater slag and so on are accessible which has cementitious properties. Mixing these materials with conventional Portland bond can enhance the establishing and mechanical properties of bond; additionally nowadays utilization of steel fiber in cement massively picking up prominence since it lessens the smaller scale splits advancement on the outside of the solid and makes the solid pliable. This examination displays the impact of metakaolin (MK) and steel filaments on the mechanical properties of high quality cement for a consistent water/folio proportion of 0.33. MK blends with bond substitution of 12% were intended for target quality and drop of 60 MPa It was seen that 12% substitution level was the ideal dimension concerning compressive quality. Past 12% substitution levels, the quality was diminished however stayed higher than the control blend. The compressive quality of 77 MPa was accomplished at 12% substitution and pleated steel fiber of 1.5% of the heaviness of bond. Part elasticity and modulus of burst esteems have likewise pursued a similar pattern. This examination has demonstrated that the neighborhood MK can possibly deliver high quality and elite cement.

Keywords

Metakaolin Elastic modulus SFRC 

References

  1. 1.
    Neville AM (1997) Concrete with particular properties. In: Properties of concrete, pp 653–672Google Scholar
  2. 2.
    Basu PC (2003) High-performance concrete. In proceedings INAE national seminar on engineered building materials and their performance, pp 426–450Google Scholar
  3. 3.
    Abdul RH, Wong HS (2005) Strength estimation model for high-strength concrete incorporating metakaolin and silica fume. Cem Concr Res 35(4):688–695CrossRefGoogle Scholar
  4. 4.
    Balendran RV, Zhou FP, Nadeem A, Leung AYT (2002) Influence of steel Fibres on strength and ductility of normal and lightweight high strength concrete. Build Environ 37:1361–1367CrossRefGoogle Scholar
  5. 5.
    Kurtis JMJ Ae (2007) Influence of Metakaolin surface area on properties of cement-based materials. J mater Civil Eng, ASCE 19:762–771CrossRefGoogle Scholar
  6. 6.
    Dinkar P, Sahoo PK, Sriram G (2013) Effect of Metakaolin content on the properties of high strength concrete. Int J Concrete Struct Mater 7(3):215–223CrossRefGoogle Scholar
  7. 7.
    Soroushian P, Bayasi Z (1991) Fiber-type effects on the performance of steel Fiber reinforced concrete. ACI Mater J 88(2):129–134Google Scholar
  8. 8.
    Lee ST, Moon HY, Hooton RD, Kim JP (2005) Effect of solution concentrations and replacement levels of Metakaolin on the resistance of mortars exposed to magnesium sulfate solutions. Cem Concr Res 35:1314–1323CrossRefGoogle Scholar
  9. 9.
    Hake SL, Damgir RM, Patankar SV (2018) Temperature effect on lime powder-added Geopolymer concrete. Adv Civ Eng 2018:1–5CrossRefGoogle Scholar
  10. 10.
    Hake SL, Damgir DRM, Patankar DSV (2015) State of art- investigation of the method of curing on geopolymer concrete. IOSR J Mechanical and Civil Engineering (IOSR-JMCE) 12(3)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  • P. R. Awsarmal
    • 1
  • R. M. Damgir
    • 1
  • Sandeep L. Hake
    • 1
  1. 1.Department of Applied MechanicsGovernment Engineering CollegeAurangabadIndia

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