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. 2018 Aug 7;9(8):392. doi: 10.3390/mi9080392

Figure 6.

Figure 6

The max principal strain in the bridge versus the applied strain, and the corresponding deformation configurations in xy and yz viewport: (a) εappl = 21%, (b) εappl = 22%, (c) εappl = 40%, (d) εappl = 60%, (e) εappl = 80%, and (f) εappl = 100%.