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ISSN 2063-5346
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CONCRETE CHARACTER ANALYSIS FOR FRESH CONCRETE AND HYBRID FIBER REINFORCED CONCRETE

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Vadivel Murugesan, Dr.J.Brema
» doi: 10.31838/ecb/2023.12.4.066

Abstract

One of the unique and exclusive display concretes is concrete with various little irregular independent low as well as high modulus fibers. As a result of such significant developments, fiber-designed concrete is now widely used in a variety of framework applications. In this beta assessment, the crossover fiber supported cement is encouraged by the usage of low modulus and high modulus filaments. Plastic fiber made from recycled polythene terephthalate is considered to have an erratic modulus whereas steel fiber is considered to have a high modulus. A total of 10 mixtures, along with antiquated cement, were tested. Mono fiber mixes were created using strands of steel, polypropylene, and recycled polythene terephthalate with a 0.5% volume fraction. Six crossover fibers, including steel fiber and recycled polythene terephthalate fiber with three distinct volume sections and steel fiber and polypropylene fiber with three different volume divisions, were used and studied. The combination of 0.25% volume fraction polypropylene fiber and 0.25% volume fraction steel fiber performs better than wholly other blends.

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