Table 3.
Principal stress directions at the two ends of the fatigue cycle (unit vectors are shown in local coordinate system)
| Unit vector at first peak of fatigue cycle | Unit vector at second peak of fatigue cycle | ||
|---|---|---|---|
| 1.05% cyclic axial deformation | Principal-1 direction | (0.9995, 0.0309) | (0.9995, 0.0306) |
| Principal-2 direction | (−0.0309, 0.9995) | (−0.0306, 0.9995) | |
| 10 degree cyclic torsion (superimposed on a 1.05% tensile preload) | Principal-1 direction | (0.9524, 0.3048) | (0.9806, −0.1962) |
| Principal-2 direction | (−0.3048, 0.9524) | (0.1962, 0.9806) |