EXPERIMENTAL STUDY ON FIBER REINFORCED SELF COMPACTING CONCRETE

Authors

  • Mr. B. M Malagimani Assistant professor Department of Civil engineering, SVERI’s College of Engineering Pandharpur Maharashtra
  • Dr. M. G. Deshmukh To Associate professor Department of Civil engineering, SVERI’s College of Engineering Pandharpur, Maharashtra
  • Gosavi Shriyash, Gavali Sujit Masal Vivek, Adamane Saurabh, Bhange Suraj, Namade Soham, Aldar Shankar UG Student Department of Civil engineering, SVERI’s College of Engineering Pandharpur, Maharashtra

Keywords:

fiber reinforcement,, Self compacting concrete,, strength

Abstract

The usefulness of fiber reinforced concrete (FRC) in various civil engineering applications is indisputable. Fiber reinforced concrete has so far been successfully used in slabs on grade, architectural panels, precast products, offshore structures, structures in seismic regions, thin and thick repairs, crash barriers, footings, hydraulic structures and many other applications. Fiber Reinforced Concrete (FRC) is gaining attention as an effective way to improve the performance of concrete. Fibers are currently being specified in tunneling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concretes slabs. These applications of fiber reinforced concrete are becoming increasingly popular and are exhibiting excellent performance. Fiber-reinforced concrete (FRC) is concrete containing fibrous material which increases its structural integrity. It contains short discrete fibers that are uniformly distributed and randomly oriented. Fibers include steel fibers, glass fibers, synthetic fibers and natural fibers. This study presents understanding strength of fiber reinforced concrete.

Downloads

Published

2022-07-03

Issue

2022: NCRTSAE -JUNE

Section

Articles

License

Creative Commons License

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

Under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License (CC BY-NC-ND 4.0 DEED).

You are free to:

  1. Share — copy and redistribute the material in any medium or format
  2. The licensor cannot revoke these freedoms as long as you follow the license terms.

Under the following terms:

  1. Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  2. NonCommercial — You may not use the material for commercial purposes .
  3. NoDerivatives — If you remix, transform, or build upon the material, you may not distribute the modified material.
  4. No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.

Notices:

You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .

No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.

 

Rights of Authors

Authors retain the following rights:
1. Copyright and other proprietary rights relating to the article, such as patent rights,
2. the right to use the substance of the article in future works, including lectures and books,
3. the right to reproduce the article for own purposes, provided the copies are not offered for sale,
4. the right to self-archive the article.

How to Cite

Mr. B. M Malagimani, Dr. M. G. Deshmukh, & Gosavi Shriyash, Gavali Sujit Masal Vivek, Adamane Saurabh, Bhange Suraj, Namade Soham, Aldar Shankar. (2022). EXPERIMENTAL STUDY ON FIBER REINFORCED SELF COMPACTING CONCRETE. International Journal of Innovations in Engineering Research and Technology, 330-338. https://repo.ijiert.org/index.php/ijiert/article/view/3287