Investigation on Coiled Fibre Reinforced Concrete with Tile Waste as Coarse Aggregate

0
246
Investigation On Coiled Fibre Reinforced Concrete With Tile Waste As Coarse Aggregate

Investigation on Coiled Fibre Reinforced Concrete with Tile Waste as Coarse Aggregate

Abstract

Investigation On Coiled Fibre Reinforced Concrete With Tile Waste As Coarse Aggregate

Fiber-reinforced concrete (FRC) is concrete containing fibrous material that increases its structural integrity. It contains short, uniformly distributed and randomly oriented discrete fibers.

In addition, the character of fiber-reinforced concrete changes with varying concrete, fiber materials, geometries, distribution, orientation, and densities. Generally speaking, fibers do not increase the flexural strength of concrete and can not replace moment-resistant or structural steel reinforcement.

Optimum fiber concentration dosage is determined in this phase. Steel slag was found the best replacement for natural concrete aggregates. Steel slag produced as a waste material in the steel industry and having a negative impact on the environment when disposed of.

Magnetic water shows significant results in concrete workability, strength and mechanical properties. Research on ceramic waste as a partial substitute for coarse aggregate and the effect of magnetic water on concrete’s compressive strength and workability has not been studied, however. This research has been concluded with a focus on examining the use of ceramic tile waste as a partial substitute for coarse aggregates and it can be useful to use magnetic water. Concrete is one of the most widely used structural building materials.

Conclusion

Compressive strength of 1% polyester fiber reinforced concrete showed a 10% increase in strength compared to conventional concrete. Split tensile strength of 1% polyester fiber reinforced concrete showed a 10% increase in strength compared to conventional concrete. Flexural strength of 1 percent polyester fiber reinforced concrete showed a 20 percent increase in strength compared to conventional concrete strength. As a result, 1% concentration of polyester fiber is found to be the optimum dosage for his project work.