Experimental Study On Flexure Behavior Of Partial Replacement Ceramic Waste Tiles

Abstract

Reinforced concrete beams are of one the basic fundamental structural elements for construction project now days to build residence buildings, bridges, dam and various types of the civil engineering structure. To construct the various types of structures project to understanding their flexural behavior of the beam is most important for ensuring the safety and reliability of such structures. In this study to analysis the flexural behavior of reinforced concrete beams, with various composite materials like cement, fine aggregate, coarse aggregate, steel and also partial replacement of coarse aggregate with the ceramic tiles are adding 10%, 20%, 30%. The objectives were to analyze load-deflection responses, crack patterns, and failure modes under different loading conditions. The results revealed significant insights into the behavior of these beams, highlighting the influence of reinforcement detailing, concrete quality, and loading arrangements on their performance.