This work analyses the prediction capabilities of a recently developed critical plane model,
called the SKS method. The study uses multiaxial fatigue data for S355-J2G3 steel, with in-phase
and 90◦ out-of-phase sinusoidal axial-torsional straining in both the low cycle fatigue and high cycle
fatigue ranges. The SKS damage parameter includes the effect of hardening, mean shear stress and
the interaction between shear and normal stress on the critical plane. The collapse and the prediction
capabilities of the SKS critical plane damage parameter are compared to well-established critical plane
models, namely Wang-Brown, Fatemi-Socie, Liu I and Liu II models. The differences between models
are discussed in detail from the basis of the methodology and the life results. The collapse capacity
of the SKS damage parameter presents the best results. The SKS model produced the second-best
results for the different types of multiaxial loads studied.
