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@article{171049,
        author = {Abhilash Korlamanda and Ch. Srinivas},
        title = {Experiment Investigation on Steel Fiber Reinforced Concrete with partial replacement of Cement by Rice Husk Ash},
        journal = {International Journal of Innovative Research in Technology},
        year = {2024},
        volume = {11},
        number = {7},
        pages = {2039-2044},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=171049},
        abstract = {In today's time considerable work has been performed on steel fiber reinforced concrete. Steel fiber is used to increase the load carrying capacity of concrete member. Fibers are significantly reduce the brittleness of concrete and improve the engineering properties such as tensile, compression, flexural, impact resistance, fatigue etc. Behavior of Steel fiber reinforced concrete in flexure , torsion , compassion and shear is already studied separately and different  geometry of beam however not  much work has be replaced on the behavior of Steel fiber reinforced concrete in with partial replacement by rice husk Ash . So it’s my  purpose to work on this topic is to do a comprehensive study on the properties of concrete containing rice husk Ash and steel fiber. The property is studied include the workability of fresh concrete compressive strength and tensile strength, the rice husk Ash content was used in the range of 10 to 25% by weight of cement. It was found that adding more than 15% rice husk Ash to concrete reduce compressive strength of concrete, but adding 15% rice husk Ash improve the tensile properties of concrete then we added 15% RHA and  Steel fiber dosages( 0% , 0.5% , 1.0% , 2.0% )because concrete is strong in compression, but weak in tension so to increase tensile strength we added Steel fiber to it.},
        keywords = {Rice husk ash, Steel fiber, compressive strength, Split Tensile strength, M25 grade of concrete},
        month = {December},
        }