This thesis presents a detailed experimental analysis of Fibre Reinforced Concrete (FRC), with particular emphasis on evaluating its mechanical behavior under different loading conditions. The study is structured in two experimental stages: the first one involves an examination of Steel Fibre Reinforced Concrete (SFRC), and the second focuses on Steel Fibre Reinforced Sprayed Concrete (SFRSC), which has recently proven to be a highly advantageous variant for challenging construction environments. The experimental campaign includes a comprehensive array of tests, such as the elastic modulus test, compression test, three-point bending test (3PBT), Barcelona test, and the EN 14488 - Method B. Each of these tests is designed to probe different aspects of the concrete’s behavior, providing insights into its structural integrity.