Minimizing Stress Shielding and Cement Damage in Cemented Femoral Component of a Hip Prosthesis through Computational Design Optimization

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