Performance analysis of Fiber Reinforced Concrete by Partial Replacement of Coarse Aggregate with Waste Ceramic Tiles

Published 10-02-2024
Section Research Articles

Authors

  • Kaushik V. Pai Fondekar Assistant Professor, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Shwetha Prasanna Don Bosco College of Enginerring, Fatorda, Goa
  • Samrudhi Mandurkar Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Viraj Shirodkar Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Shashank Naik Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Sarvesh Parwar Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Anant Naik Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.
  • Shubham Madkaikar Student, Department of Civil Engineering, Don Bosco College of Engineering, Fatorda, Goa, India.

DOI:

https://doi.org/10.7770/safer-V12N2-art749

Keywords:

Glass Fibers, Waste Ceramic Tiles, Compressive Strength

Abstract

A large quantity of ceramic materials changes into wastage during processing, transporting and fixing due to its brittle nature. Therefore, using these wastes in concrete production could be an effective measure in maintaining the environment and improving the properties of concrete. The increasing demand of construction material and degradation of environment, there is need to explore alternative construction material from industrial as well as household waste and recyclable materials. In this project control concrete is cast for M25 grade and the partial replacement of waste ceramic tiles 0f 10%, 20%, 30% by weight of coarse aggregate. Glass fiber-reinforced concrete consists of high-strength glass fiber embedded in a cementitious matrix. The inclusion of fiber reinforcement in concrete, mortar and cement paste can enhance many of the engineering properties of the basic materials, such as fracture toughness, flexural strength. An experimental investigation of compressive strength will be undertaken by partial replacement of coarse aggregate by waste ceramic tiles and glass fiber.

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