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. 2017 Oct 18;4(10):171153. doi: 10.1098/rsos.171153

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© 2017 The Authors.

Published by the Royal Society under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/4.0/, which permits unrestricted use, provided the original author and source are credited.

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Figure 13. — Extension, shear and bending tests: non-dimensional structural reaction in the x-direction Rℓ/(3L²a_p) (a,e) and the y-direction Rℓ/(3L²a_p) (c) and non-dimensional global strain energy W/(3L²a_p) evolution (b,d,f) varying a=a_k/a_p and taking $u_{1}^{max} = 75$ for the extension test (a,b), $u_{2}^{max} = 75$ for the shear test (c,d) and $u_{1}^{max} = 35$ for the bending test (the black triangle indicates the slope of the linear law for the structural reaction and the quadratic law for the strain energy).