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@article{169377,
        author = {GURURAJ MAROTI KAMBLE},
        title = {COMPARISION OF GFRP & REINFORCEMENT BAR AND STRENGTH OF BEAM},
        journal = {International Journal of Innovative Research in Technology},
        year = {2024},
        volume = {11},
        number = {6},
        pages = {1693-1697},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=169377},
        abstract = {In the present years, due to enhanced properties of glass fibre- reinforced polymers(GFRP) reinforcing bar for concrete structure The GFRP bars have been used extensively in the structures where the conventional steel reinforcement which is affected by corrosion is more overriding. Deterioration of structures due to corrosion can be solved by the GFRP rebar which is reinforced in concrete structures that were subjected to harsh environments, such in high temperature. After all these years of investigation and implementation, researchers have concluded GFRP as the corrosion resistant reinforcing material in the corrosion protection policies. The present study made the comparative analysis of concrete cube of size 150 mm x 150 mm x 150 mm which was cured in water were compared to investigate the strength characteristic of test specimens. Further, concrete beam of size 500 mm x 100 mm x 100 mm with 8,10, and 12-mm diameter GFRP rebar and reinforcement steel rebar which was cured in potable water for 28 days. Then the Flexural test has been conducted experimentally for both the beams and the results which were obtained from experimentally are compared with results which are obtained. For conducting tensile strength specimen of 1m GFRP bar 8,10 and 12mm bar anchoring with epoxy resin and hardener both edges of specimen. And comparing with reinforcement steel of 8,10and 12mm  bar.},
        keywords = {GFRP, Steel, Concrete, Flexural Beam, Compression and Tension.},
        month = {November},
        }