The prediction of damage and wear of materials under repeated moving contacts requires first the determination of the limit response in terms of stress and strain. The simulation necessary to calculate the limit response could be performed with classical finite elements and an incremental treatment of the loading history, resulting in lenghtly are repeated calculations. For steady-state moving contacts, the stationary methods allows a quick evaluation of the stabilized state. These procedures cannot be used in the case of an arbitrary cyclic loading resulting, for example, from small oscillatory contacts. In this paper, a new finite element approach is developed for structures subjected to an arbitrary cyclic loading. It is based on an orig...