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. 2018 Jan 2;10(1):40. doi: 10.3390/polym10010040

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© 2018 by the authors.

Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).

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Unconfined, uniaxial compression. (a) Stress-strain curves for the scaffolds with different pore size; (b) Compressive modulus and yield strength for all materials with three porosities. Data is represented as mean $\pm SD (n = 5)$ .

Unconfined, uniaxial compression. (a) Stress-strain curves for the scaffolds with different pore size; (b) Compressive modulus and yield strength for all materials with three porosities. Data is represented as mean $\pm SD (n = 5)$ .