Analysis And Experimental Study On Fiber Reinforced Concrete With Steel Fibers

Authors

  • Ms. Rote Gayatri
  • Dr. M. G. Deshmukh
  • Prof. Sumaiya. Z. Nadaf
  • Prof. G. K. Koshti
  • Prof. A. L. Lugade
  • Prof. P. V.Padavale

DOI:

https://doi.org/10.69980/ajpr.v28i3.592

Keywords:

Concrete, Steel Fiber, Compressive Strength, Flexural Strength, Split Tensile Strength .

Abstract

Experimental study on Steel Fiber concrete for M20 grade having mix proportion  1: 2.23: 3.99 and water cement ratio of 0.47 to study the compressive, flexural and split tensile strength of Steel Fibred Reinforced Concrete (SFRC) containing fibers of 0%, 0.5%, 1%, 1.5%, 2% volume fraction. The result obtained is analyzed and compared with a control specimen (0% steel fiber).The Two Pont loading carried out on a test specimen. The Results are compared with each other in compressive strength, flexural strength and split tensile strength for 28days for 1% steel of 100mm and 150mm stirrups spacing.

 

Author Biographies

Ms. Rote Gayatri

PG  student SVERI’s College of Engineering Pandharpur

Dr. M. G. Deshmukh

Professor SVERI’s College of Engineering Pandharpur.

Prof. Sumaiya. Z. Nadaf

Assistant Professor SVERI’s College of Engineering Pandharpur.

Prof. G. K. Koshti

Assistant Professor SVERI’s College of Engineering Pandharpur.

Prof. A. L. Lugade

Assistant Professor SVERI’s College of Engineering Pandharpur.

Prof. P. V.Padavale

Assistant Professor SVERI’s College of Engineering Pandharpur.

References

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Published

2025-03-14

Issue

Vol. 28 No. 3 (2025): American Journal of Psychiatric Rehabilitation

Section

Articles

License

Copyright (c) 2025 American Journal of Psychiatric Rehabilitation

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This work is licensed under a Creative Commons Attribution 4.0 International License.

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