Table 1. Mechanical Properties of mix-co-P, mix-co-CN, mix-co-E, and VHB.
| entry | Y10% [kPa]a | s0 [%]b | Ymin [kPa]c | Ymax [kPa]d | Ymax/Ymin | smax [%]e |
|---|---|---|---|---|---|---|
| mix-co-P | 166 ± 28 | 220 | 34 ± 9 | 199 ± 53 | 5.9 | 830 ± 43 |
| mix-co-CN | 151 ± 8 | 300 | 17 ± 2 | 68 ± 6f | 3.9 | 1553 ± 159 |
| mix-co-E | 381 ± 27 | 65 | 147 ± 17 | 902 ± 84 | 6.1 | 289 ± 45 |
| VHB | 230 ± 3 | 200 | 38 ± 3 | 103 ± 26 | 2.7 | 757 ± 62 |
Elastic modulus at 10% strain.
The strain where the materials start stiffening.
Elastic modulus at s0.
Elastic modulus at the strain of break.
Average strain at break of three samples.
Elastic modulus at 1000% strain.