An Experimental Analysis on Effect of Pozzolanas on Fibre Reinforced Concrete

  • Unique Paper ID: 145407
  • Volume: 4
  • Issue: 9
  • PageNo: 434-436
  • Abstract:
  • In case of Portland slag cement it was observed that using Recron fiber from 0.0% to 0.1% the compressive strength is not incresed, but as the fiber percentage was increased from 0.1% to 0.2% the compressive strength was increased and on further increament of fibre content the strength reduces. The 28 days compressive strength of concrete is higher at with 0.2% fiber compared to other fibre composition but lower than unreinforced concrete. In addition to fiber silica fume was used as a partial replacement to cement. The different percentage of silica fume such as 10%, 20%, 30% replacement was used with 0.2% Recron fiber. The 20% replacement of slag cement with of silica fume gave maximum strength compared to other percentages of replacement, whereas the strength is higer with 30%replacement of silica fume in case of ordinary Portland cement.

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Copyright © 2025 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{145407,
        author = {Mohammad Mustafa  and Honey Gaur },
        title = {An Experimental Analysis on Effect of Pozzolanas on Fibre Reinforced Concrete },
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {4},
        number = {9},
        pages = {434-436},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=145407},
        abstract = {In case of Portland slag cement it was observed that using Recron fiber from 0.0% to 0.1% the compressive strength is not incresed, but as the fiber percentage was increased from 0.1% to 0.2% the compressive strength was increased and on further increament of fibre content the strength reduces. The 28 days compressive strength of concrete is higher at with 0.2% fiber compared to other fibre composition but lower than unreinforced concrete. In addition to fiber silica fume was used as a partial replacement to cement. The different percentage of silica fume such as 10%, 20%, 30% replacement was used with 0.2% Recron fiber. The 20% replacement of slag cement with of silica fume gave maximum strength compared to other percentages of replacement, whereas the strength is higer with 30%replacement of silica fume in case of ordinary Portland cement.},
        keywords = {Strength, concrete,FRC},
        month = {},
        }

Cite This Article

  • ISSN: 2349-6002
  • Volume: 4
  • Issue: 9
  • PageNo: 434-436

An Experimental Analysis on Effect of Pozzolanas on Fibre Reinforced Concrete

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