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. 2016 Apr 4;104(8):1912–1921. doi: 10.1002/jbm.a.35721

Figure 3.

Figure 3

The compression and tensile mechanical properties of the PUU scaffolds: The compression stress‐strain curves (A) and moduli (B) of all three scaffold types under both dry and wet conditions. The tensile stress–strain curve (C), elastic modulus and tensile strength (D) of a 400 μm scaffold in both the XY (parallel to channels) and XZ (perpendicular to channels) planes. Statistically significant differences (p < 0.05) are denoted by the “*” symbol.