A new unified phenomenological model for elevated temperature fatigue has been developed. In this model the incremental nature of failure is represented explicitly in terms of the initiation and growth of cracks occurring by a succession of local fracture events. This local fracture can take place by any one of several physical processes, whose rates are driven by the local mechanical conditions (i.e. the histories of stress and plastic strain) at a critical distance ahead of the crack tip. The individual local fracture processes which are represented within the computer model include (1) stage I transgranular fatigue (driven by the local plastic strain range), (2) stage II transgranular fatigue (driven by a combination of the local plastic strain range and the local peak tensile stress), (3) “r-type” intergranular cavitation (driven by the histories of local tensile stress and temperature), (4) “wedge-type” intergranular cavitation (driven by the local rate of grain boundary sliding and the extent of “r-type” cavitation), (5) ductile rupture (driven by the local tensile strain) and (6) cleavage (driven by the local tensile stress).The local mechanical conditions driving the above local fracture processes are predicted by a new “ligament” model which calculates the full triaxial stress and strain distribution histories around cracks of any length (including short cracks) for deformation behavior which encompasses creep, plasticity, cycling, variable temperature, crack tip blunting, crack closure, plastic flow concentration in near-surface grains, and blockage of slip by grain boundaries.Some of the important predictive capabilities of the new unified fatigue model include (1) the usual da/dN vs. ΔK behavior for initially cracked specimens, including a threshold ΔK, (2) the usual S vs. Nf behavior for initially smooth specimens, including a fatigue limit, (3) the anomalously high growth rates of short fatigue cracks, (4) plasticity-induced crack closure and its effects on crack growth, (5) mean stress and load sequence effects, (6) variable-temperature (thermomechanical) fatigue, (7) stress redistribution by creep and relaxation around crack tips, (8) creep crack growth by cavitation, (9) creep-fatigue interaction due to cavitation and (10) ductile-to-brittle transitions.