Table 3 Mechanical properties of CS/n-Hap/GO-x wt% scaffolds.
Bracket Sample | Strain (%) | Stress (MPa) |
|---|---|---|
CS/n-Hap/GO-0wt% | 80.02 ± 0.44% | 41.03 ± 1.37 |
CS/n-Hap/GO-0.3wt% | 80.05 ± 0.34% | 51.95 ± 1.41 |
CS/n-Hap/GO-0.5wt% | 80.01 ± 0.25% | 53.43 ± 0.95 |
CS/n-Hap/GO-0.7wt% | 80.07 ± 0.41% | 66.57 ± 1.16 |
CS/n-Hap/GO-1.0wt% | 80.03 ± 0.37% | 243.41 ± 1.72 |
Standard deviation(F) | 0.028 | 12107.031 |
Significant level(P) | 0.998 | <0.01 |