• Prof.Rajkumar
• Prof.V.Mathapati
• Salim Shaikh
• Rohit Gaikwad
• Faizulhaq Shaikh

Self-compacting concrete (SCC), which flows under its own weight without being compacted or vibrating, requires no outside mechanical force to move. But like normal concrete, SCC has a brittle character (weak in tension) that causes sudden collapse with no advance notification. The compressive strength of SCC has increased owing to the addition of steel fiber (SF). Various research concentrates on increasing the flexural strength (FS) of SCC by incorporating SF. To collect information on past research, present research developments, and future research directions on SF-reinforced SCC, however, a detailed review of the study is necessary. The main aspects of this project are the general introduction of SCC, fresh properties namely slump flow, slump test and strength properties such as compressive and flexure strength. Furthermore, failure modes of steel fiber-reinforced SCC are also reviewed. Results suggest that the SF decreased the filling and passing ability. Furthermore, improvement in strength properties was also observed. However, some studies reported that SF had effect or even increased compressive capacity. Additionally, SF improved the flexural strength capacity of SCC and avoid undesirable brittle failure. Finally, this project recommends the substitution of SF-reinforced SCC to improve its compressive capacity.

M-sand, M30 Grade Concrete, superplsticizer and Hooked Steel Fiber.

"Study on Self Compacting Concrete Using Steel Fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 4, page no.o46-o51, April-2024, Available :http://www.jetir.org/papers/JETIR2404F08.pdf

"Study on Self Compacting Concrete Using Steel Fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 4, page no. ppo46-o51, April-2024, Available at : http://www.jetir.org/papers/JETIR2404F08.pdf