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Summary of Mechanical Results and Experimental Power Law Relationships for Uniform and Gradient PCL 3DP Scaffolds Using the Conditions Described in Table 2
| Property | Min (MPa) | Max (MPa) | Average ± SD (MPa) | Power Law Equation |
|---|---|---|---|---|
| Compressive Yield Strength | 3.3 | 15.2 | 8.6 ± 4.1 | fc= 25.0 (1−ε)3.64 |
| Compressive Modulus | 23.6 | 87.9 | 42.0 ± 20.7 | E= 97.0 (1−ε)2.91 |
