Optimization of Compressive Strength in Concrete Using Nylon as a Synthetic Fiber.

Abstract

Fiber Reinforced Concrete (FRC) has emerged as an effective alternative to conventional concrete by improving structural performance through the incorporation of randomly distributed fibers. This study investigates the mechanical properties, workability, and overall performance of FRC using different fiber dosages. Experimental tests were conducted to evaluate compressive strength. Standard procedures following ASTM guidelines were used to prepare, cure, and test all specimens. The results indicate that the inclusion of fibers significantly reduces crack propagation, and improves concrete strengths. The overall structural efficiency and reduction in reinforcement demand can lead to long-term savings. Overall, the research confirms that Fiber Reinforced Concrete provides superior performance for structural applications, particularly where enhanced toughness, crack resistance, and durability are required. The findings highlight FRC as a viable solution for modern construction, offering improved safety, economy, and long-term serviceability.