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Figure 5: Compression test results for eight patterns with varying  ment measurements, we computed the X, Y, and Z strains and their ratios.  SE eR MERE ES ER Re OMe ERE Jee SEB ee Peet tee PEs Pee yer ee:  homogenized Young’s moduli (6 x 6 x 2 tiling of 5mm cells).  (a) Slopes extracted from the measured force vs. displacement curves along with a best-fit line through the origin. (b) Moduli extracted from simulated compression tests, with and without mod- eling compression plate friction. Without friction, the simulated test agrees with homogenization perfectly, but friction introduces error.

Figure 5 Compression test results for eight patterns with varying ment measurements, we computed the X, Y, and Z strains and their ratios. SE eR MERE ES ER Re OMe ERE Jee SEB ee Peet tee PEs Pee yer ee: homogenized Young’s moduli (6 x 6 x 2 tiling of 5mm cells). (a) Slopes extracted from the measured force vs. displacement curves along with a best-fit line through the origin. (b) Moduli extracted from simulated compression tests, with and without mod- eling compression plate friction. Without friction, the simulated test agrees with homogenization perfectly, but friction introduces error.