Statistical Modeling of Compressive Strength of Hybrid Fiber-Reinforced Concrete—HFRC

The incorporation of reinforcements is a necessity to compensate for the deficiency that concrete presents with its fragile behavior and low deformation capacity. One solutions improve tensile performance addition fiber in random distributions throughout volume. However, this strategy can compromise compressive strength concrete; consequently, purpose study was analyze conventional hybrid reinforcement. A behavioral equation as function hybridization three types fibers (steel, polypropylene, carbon) determined. This accounted proportions, well binary tertiary combinations, fibers. Results showed effective participation metallic their combination synthetic contributed positively fiber-reinforced concrete. gain axial compression reached values range 10% 19% depending on content total combination, without problems production process.