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@article{157044,
        author = {Sohel Kalangade and Ravi Desai},
        title = {The Flexural and Tensile Behavior of Fiber Reinforced Concrete},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {9},
        number = {5},
        pages = {858-864},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=157044},
        abstract = {Concrete is most widely used in construction field in the all over the world then concrete weak in tension and strong in compression then given the maximum strength of concrete then add to the Fibre Reinforced Concrete (FRC) Fibres are generally used to resistance of cracking and strengthening of the concrete fibre is the small and discontinuous fibres are dispersed in uniformly. The fibres are may be available of different material like Steel, carbon, glass, aramid, asbestos, polypropylene, etc. these addition to the fibres the increasing compressive strength, split tensile strength, flexural strength then we have studied the two types of steel fibres crimped steel fibre and Hook end steel fibres and also used to the experiment the glass fibre then these two fibres add in the various percentage for M20 grade of concrete.},
        keywords = {Hook end steel fibre, Glass Fibre, Workability, compressive strength, split tensile strength, flexural strength & Stress vs Strain FRC},
        month = {},
        }