• Abuh Ojochonu
• Pragada Varalakshmi
• Marriyavula Srinivasa Rao
• Baddigam Musala Reddy
• Dr U ARUN KUMAR

This project presents the performance studies of steel fibre reinforced cement concrete which is an experimental study conducted on the strength properties (compressive, flexural and split tensile strength) of modified concrete. The study is aimed at investigating how concrete behave when steel fibre is added in different percentages. A total of 135 concrete specimens (cubes, cylinder and beams) were cast and evaluated with varying percentages of steel fibre. Concrete possess a very low tensile strength and has little resistance to cracking; steel fibre is generally used to improve the strength of concrete. With reference to literature survey, the hooked end steel fibre is mixed in the concrete with various percentages (0.25, 0.5, 0.75, and 1%). M25 concrete mix is used in the experiment, and the strength properties of the specimen are determined after 3, 7 and 28 days of curing. Conventional and modified concrete specimens are being compared for their strength properties (compressive, split tensile and flexural) with various percentages. Evaluation is carried out by analysing the test methods with the help of graphs that were drawn based on the outcomes of various tests as mentioned above.

Compressive strength, Flexural strength, Split Tensile strength, Conventional Concrete, Modified Concrete.

"STRENGTH PERFORMANCE STUDIES ON STEEL FIBRE REINFORCED CEMENT CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.8-14, April-2019, Available :http://www.jetir.org/papers/JETIRBG06002.pdf

"STRENGTH PERFORMANCE STUDIES ON STEEL FIBRE REINFORCED CEMENT CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp8-14, April-2019, Available at : http://www.jetir.org/papers/JETIRBG06002.pdf