Abstract—A study of compressive strength of steel fiber reinforced concrete with fly ash has been studied. M40 grade concrete is designed and steel fibers are mixed in varying percentage, ranging from 0.5% to 1.5%, fly ash has also added and increased by 10%, the initially it was 10% and final percentage was 20% .Concrete cubes of size 150 mm x 150 mm x 150 mm are prepared and tested for compressive strength after 7 and 28 days. A results are analyzed and it is found that there is a reduction in strength with an increment of fly ash. 

Index Terms—fiber reinforced concrete, fly ash, mix design, steel fiber

Cite: Rajeev Chandak, R K Yadav, and Kanhaiya Lal Thakur, "A Study of Strength of Steel Fiber Reinforced Concrete with Fly Ash," International Journal of Structural and Civil Engineering Research, Vol. 3, No. 1, pp. 11-15, February 2014.