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. 2008 Sep 12;15(1):115–126. doi: 10.1089/ten.tea.2008.0014

Table 2.

Summary of the Mechanical Properties of Aligned and Unaligned Scaffolds

  Elastic Modulus (MPa) Yield Strength (MPa) Ultimate Stress (MPa)
Aligned (n = 5) 341 ± 30* 9.8 ± 1.1* 12.0 ± 1.5*
Unaligned (n = 5) 107 ± 23 2.5 ± 0.4 3.7 ± 0.2
*

p < 0.05.