Analysis of Concrete with Different Ratio of Fiber

Authors

  • Amir Gulzar M.Tech Scholar, Department of Civil Engineering , RIMT University, Mandi Gobindgarh, Punjab, India Author
  • Er Ashish kumar Assistant Professor, Department of Civil Engineering, RIMT University, Mandi Gobindgarh, Punjab, India Author

Keywords:

Steel Fiber Reinforced Concrete, tensile strength, compressive strength

Abstract

There is no denying fiber reinforced  concrete's (FRC) value in a variety of civil engineering  applications. A wide variety of applications, including slabs  on grade, architectural panels, precast goods, offshore  buildings, structures in seismic zones, thin and thick repairs,  crash barriers, footings, hydraulic structures, and many more,  have successfully used fiber reinforced concrete to date. As  a practical means of enhancing concrete's performance, Fiber  Reinforced Concrete (FRC) is gaining popularity. Now,  fibers are being specified for use in concrete slabs, pads,  loading docks, thin unbonded overlays, tunnels, bridge  decks, and pavements. These applications of fiber-reinforced  concrete are getting more and more well-liked and function  exceptionally well. Concrete with fibrous reinforcement, or  fiber-reinforced concrete (FRC), has a higher structural  integrity. Short, isolated fibers that are evenly spaced out are  present. 

Downloads

Download data is not yet available.

References

Abdul Ghaffar 2014, ‘Steel fibre reinforced concrete’ International Journal of Engineering Trends and Technology (IJETT), vol. 9, no. 15, P. 791.

ACI 318, 1999, ‘Building code requirements for structural concrete (ACI 318-99) and commentary (ACI 318R-99)’, Detroit: American Concrete Institute.

ACI Committee 318, 2002, ‘Building code requirements for structural concrete, (ACI 318-02) and Commentary (ACI 318R-02)’, Farmington Hills, Mich, P. 1414.

ACI Committee 544, 1988, ‘Measurement of properties of fiber reinforced concrete’, ACI Materials Journal, vol. 85, pp. 583-593.

ACI-318 2008, ‘Building code requirements for structural concrete and commentary, ACI Committee; vol. 317, P. 456. [6] Adebar, P, Mindess S, Pierre, DS & Olend, B 1997, ‘Shear tests of fiber concrete beams without stirrups’, ACI Struct J; vol. 94, no. 1, pp. 68-76.

Ahsanafathima, KM & Shibivarghese 2014, ‘Behavioural study of steel fibre and polypropylene fibre reinforced concrete’, International Journal of Research in Engineering & Technology, vol. 2, no. 10, pp. 17-24.

Alberti, MG, Enfedaque, A & Galvez, JC 2015, ‘Comparison between polyolefin fibre reinforced vibrated conventional concrete and self- compacting concrete’, Construction and Building Materials, vol. 85, pp. 182-194.

Ali Amin & Stephen Foster, J 2016, ‘Shear Strength of Steel Fibre Reinforced Concrete Beams with Stirupps, vol. 111, pp. 323-332.

Amit Rai, 2014, ‘Applications and properties of fibre reinforced concrete’ Journal of Engineering Research and Applications vol. 4, no. 5, (Version 1), pp. 123-131.

Amit Rana 2013, ‘Some studies on steel FIBRE reinforced concrete’, International Journal of Emerging Technology and Advanced Engineering. (ISSN 2250-2459, ISO 9001:2008 Certified Journal), vol. 3, no. 1.

Anbuvelan, K, Khadar, MH, Lakshmipathy, M & Sathyanarayanan, KS, 2007, ‘Studies on properties of concretes containing polypropylene, steel and reengineered plastic shred fibre’, Indian Concrete Journal, vol. 81, no. 4, p. 1724.

Aoude, H, Belghiti, M, Cook, WD & Mitchell, D, 2012, ‘Response of steel fiber-reinforced concrete beams with and without stirrups. ACI Struct J; vol. 109, no. 3, pp. 359-67.

ASTM C 469 – 1994, ‘Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression’, ASTM International United States.

ASTM C1018 – 1992, ‘Standard test method for flexural toughness and first-crack strength of fiber-reinforced’,

Concrete Using Beam with Third- Point Loading, ASTM Philadelphia, United States, vol. 4, no. 2, pp. 510-516. [16] ASTM C1202 – 2012, ‘Standard test method for electrical indication of concrete's ability to resist chloride ion penetration’, ASTM International, Pennsylvania, United States.

ASTM D1141 – 1998, ‘Standard practice for the preparation of substitute ocean water’, ASTM International, Pennsylvania, United States.

Downloads

Published

2022-10-30

How to Cite

Analysis of Concrete with Different Ratio of Fiber . (2022). International Journal of Innovative Research in Engineering & Management, 9(5), 136–142. Retrieved from https://acspublisher.com/journals/index.php/ijirem/article/view/10743