This project aims to compare the mechanical properties of Sisal fiber in the improvement of load carrying capacity of concrete structure in different layers. Beams and columns may be strengthened in flexure through the use of sisal fiber bonded to their tension zone using epoxy as a common adhesive. Due to several advantages of sisal fibre wrapping over conventional techniques used for structural repair and strengthening. In our project is study about load carrying capacity of an RCC frame wrapped with sisal fiber. An experimental study is to predict the maximum load carrying capacity, deflection of the composite RCC structure. Finally the results are compared with conventional framed structure, which is suitable for strength and rehabilitate the concrete structure.
BY P. Vanmathi | A. Dharani "Experimental Study on Composite Concrete RC Frame Structure using Sisal Fibre"
Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-4 , June 2020,
URL: https://www.ijtsrd.com/papers/ijtsrd31115.pdf
Paper Url :https://www.ijtsrd.com/engineering/structural-engineering/31115/experimental-study-on-composite-concrete-rc-frame-structure-using-sisal-fibre/p-vanmathi
callforpapermedicalscience, medicalsciencejournal, manuscriptsubmission
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