Effect of Basalt Fiber and Polypropylene Fiber on Hybrid Fiber Reinforced Concrete
Pages : 2787-2790
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Abstract
The main objective of this research paper was to investigate the performances of M25 grade of concrete mix using hybrid fiber reinforced concrete such as basalt fiber reinforced concrete (BFRC) & polypropylene fiber (PP) on the normal mix & hybrid fiber mix having trial mix proportions 1:1.85:3.45with water cement ratio is 0.42 to study the behavior of hybrid fiber on the compressive strength, flexural strength, spilt tensile strength. the result obtained from test has been compared & analyzed with normal concrete mix prepared with (0.0% fibers). The relationship is established between compressive strength , workability, flexural strength, split tensile strength can be represented by graphically & mathematically. Research data was clearly shows that variation in fiber percentages shows decreases the compressive strength & split tensile strength of concrete.
Keywords: basalt fibers, polypropylene fibers, spilt tensile strength, compaction factor, workability, concrete mix, hybrid fiber.
Article published in International Journal of Current Engineering and Technology, Vol.5, No.4 (Aug-2015)