Tensors of compression modulus, shear modulus and Poisson's ratio of single RVEs calculated by the FE method for porous structures based on TPMSs with a wall thickness of 0.2 mm. The components of the compression modules \(E\) and shear \(G\) are measured in MPa.
Porous Samples | \(E_{11}\) | \(E_{22}\) | \(E_{33}\) | \(G_{12}\) | \(G_{23}\) | \(G_{31}\) | \(\nu_{12}\) | \(\nu_{13}\) | \(\nu_{23}\) |
AWW | 131 | 133 | 302 | 172 | 172 | 56.4 | 0.41 | 0.4 | 0.4 |
CGF | 302 | 263 | 764 | 195 | 195 | 17.1 | 0.78 | 0.64 | 0.78 |
FRA | 251 | 321 | 113 | 233 | 336 | 36.1 | 0.46 | 0.52 | 0.57 |
HEU | 233 | 199 | 736 | 394 | 394 | 38.9 | 0.67 | 0.19 | 0.53 |
IFY | 228 | 226 | 250 | 156 | 156 | 32.4 | 0.44 | 0.48 | 0.47 |
LTL | 204 | 271 | 9.11 | 6.46 | 6.46 | 2.01 | 0.66 | 0.68 | 0.66 |
NPT | 390 | 390 | 390 | 243 | 243 | 243 | 0.4 | ||
TSC | 644 | 644 | 644 | 258 | 258 | 258 | 0.24 | ||
BCT | 9.18 | 3.78 | 9.18 | 7.91 | 7.84 | 14.01 | 0.45 | ||
MER | 12.29 | 20.3 | 12.37 | 4.73 | 4.73 | 6.82 | 0.37 | ||
ATN | 0.66 | 3.8 | 0.66 | 4.84 | 4.86 | 6.95 | 0.4 | ||
JSW | 13.58 | 11.25 | 6.98 | 0.71 | 5.6 | 6.24 | 0.47 | ||
LTA | 4.18 | 4.18 | 4.18 | 2.66 | 2.66 | 2.66 | 0.42 | ||
RHO | 17.93 | 17.93 | 17.93 | 2.68 | 2.68 | 2.68 | 0.33 | ||
SAS | 1.37 | 5.68 | 1.38 | 4.49 | 4.51 | 6.55 | 0.46 |