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Scaffold Specimen Mechanical Properties, Given As Mean ± Standard Deviationa
| scaffold design | elastic modulus (GPa) | ultimate compressive strength (MPa) | ultimate compressive strain (%) |
|---|---|---|---|
| orthogonal | 0.196 ± 0.158 | 6.309 ± 2.308 | 9 ± 2.243 |
| alternating | 1.320 ± 0.369 | 16.546 ± 2.292 | 4.867 ± 1.017 |
N = 8 for each scaffold design.
