Table 2.
Values of the exponents over the cross sections in Figure 2 along with the critical cement damage accumulation parameter at 2.0 × 106 cycles for three optimal configurations.
| Optimal configurations | Exponents | Critical cement damage accumulation parameter (%) | |||||
|---|---|---|---|---|---|---|---|
| Cross section 1 | Cross section 2 | Cross section 3 | Cross section 4 | Cross section 5 | Cross section 6 | ||
| Ti-1 | 2 | 2 | 2 | 4 | 3 | 3 | 2.1 |
| Ti-2 | 2 | 2 | 2 | 3 | 3 | 2 | 2.9 |
| Ti-3 | 2 | 3 | 3 | 4 | 2 | 2 | 2.6 |