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Fatigue of Steel-Fiber-Reinforced Concrete by Gabriella Lacerda is a document available to read on EtoBox.

This study investigates the fatigue behavior of steel-fiber-reinforced concrete (SFRC) beams under cyclic loading, highlighting the advantages of SFRC over conventional concrete. Experimental results show that steel fibers enhance fatigue life by reducing stress levels in tensile reinforcement, leading to smaller deflections and crack widths. The findings suggest that incorporating steel fibers can significantly improve the performance of reinforced concrete structures subjected to cyclic loads.

Author

Gabriella Lacerda

Language

EN