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. 2017 Feb 28;2017:8437956. doi: 10.1155/2017/8437956

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