“…Nevertheless, assuming that the explanation given in the last section (i.e., that the fatigue limit is reduced by an environmental interaction and dissolved hydrogen, and Equation 5 generally serves well to predict the fatigue limit of the investigated steel in the presence of surface defects) is correct, there must be a reason for the observed reduction in fatigue strength in the case of internal fracture in the VHCF regime. Also, similar (nonconservative) results are reported for other ultrahigh‐strength steels, 52,53 although Equation 5 is in good agreement with experimentally determined fatigue strengths in the VHCF regime for high‐strength steels (with tensile strength below 2 GPa), 50,54–56 even in the case of failure from internal inclusions.…”