Optimizing RCC Slabs Using Compressive Strenght of Fiber Reinforced Composites

Abstract

FRC can yield a favorable influence on the compressive strength of reinforced concrete slabs. Fiber Reinforced Concrete (FRC) is extensively employed in the realm of construction due to its remarkable mechanical and enduring properties, whereby diverse fiber variants manifest distinct impacts on strength and durability. The effect of dissimilar fiber types and environmental conditions on the strength and durability of standard concrete, including steel fiber, polypropylene (PP) fiber, and natural palm tree fiber, varies. The objective of this investigation is to scrutinize the compressive strength and flexural attributes of FRC through conventional material examinations. The selection of appropriate fiber length and volume fractions is predicated upon the mechanical properties and resistance against dry-shrinkage cracking exhibited by FRC.