Although, most researchers and scholars agree on the properties of steel fibers reinforced concrete, as a composite material in comparison to various structural reinforcements, there are different perspectives regarding the behavior of this material subjected to cyclic loads that lead to fatigue. This paper reviews the state of art on the results and findings of several investigators regarding the aforementioned topic. The main objective is to discuss experimental results and models propose by several investigators since the last decade of the XX century until nowadays. Moreover, what the authors of this paper have considered the most important methodologies to perform laboratory tests and various experimental models in order to describe the fatigue response of SFRC. Lastly, recently developed lines of studies are proposed and discussed how are these related to lately developed applications for infrastructure projects.