@article{MAKHILLAJIT20181746734,
    title = {Influence of Polymeric Resins on the Enhancement of Strengthening of
RC Beam Using CFRP Laminates},
    journal = {Asian Journal of Information Technology},
    volume = {17},
    number = {4},
    pages = {239-247},
    year = {2018},
    issn = {1682-3915},
    doi = {ajit.2018.239.247},
    url = {https://makhillpublications.co/view-article.php?issn=1682-3915&doi=ajit.2018.239.247},
    author = {K. and},
    keywords = {Ordinary Portland Cement (OPC),Carbon Fibre Reinforced Polymers (CFRP),RCC beam,compressive strength,flexural strength,deflection},
    abstract = {For the strengthening of reinforced concrete beam, fibers are used which are made of non-starch
polysaccharides such as cellulose. Fiber Reinforced Polymers (FRP) sheets or plates are appropriate to this
application due to their high quality to-weight proportion, great exhaustion properties and phenomenal
impervious to corrosion. The conduct of the structurally debilitated part of the fortified concrete beam
retrofitted with Carbon Fiber Reinforced Polymers (CFRP) covers in flexure or in shear. Flexural and shear of
RCC beam consider the two examples for example, control specimen and Retrofitted specimens. Furthermore,
of the customary Portland Concrete (OPC) incorporated with the water, fine aggregate, coarse aggregate and
the beam consider the various sample control samples (CC) and Retrofitted Cement (RC). Beams are Retrofitted
with various Resin (epoxy, Orthophthalic, (GP), ISO) fortified CFRP. The samples are set curing 28 days and to
assess the compressive quality (CS), Flexural Strength (FS) and Deflection (D) of the Reinforced Concrete (RC)
beam. Downright eight numbers beams were tried and the particular readings were recorded. The beams were
U shape wrapping and tried for flexural conduct assessment. The wrapping sheet builds a critical load conveys
limit flexure and shear of the reinforced concrete bar.}
    }