2019
DOI: 10.1039/c8sm01791c
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Local mechanical description of an elastic fold

Abstract: To go beyond the simple model for the fold as two flexible surfaces or faces linked by a crease that behaves as an elastic hinge, we carefully shape and anneal a crease within a polymer sheet and study its mechanical response. First, we carry out an experimental study that consists on recording both the shape of the fold in various loading configurations and the associated force needed to deform it. Then, an elastic model of the fold is built upon a continuous description of both the faces and the crease as a … Show more

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Cited by 38 publications
(28 citation statements)
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“…The functions g i , which depend on the frame vectors at both sides of the crease, account for the elastic energy stored in the i-th crease. For simplicity, we consider point-like creases, although the model can be generalized to extended creases where a crease is a localized regions with a given natural curvature, as shown in reference [25]. The variation of functional (3) yields a set of n ordinary differential equations given by (see Appendix A)…”
Section: Elastic Theory Of Foldable Conesmentioning
confidence: 99%
“…The functions g i , which depend on the frame vectors at both sides of the crease, account for the elastic energy stored in the i-th crease. For simplicity, we consider point-like creases, although the model can be generalized to extended creases where a crease is a localized regions with a given natural curvature, as shown in reference [25]. The variation of functional (3) yields a set of n ordinary differential equations given by (see Appendix A)…”
Section: Elastic Theory Of Foldable Conesmentioning
confidence: 99%
“…When ϕ 0 = 0, there is no fold; when ϕ 0 < 0 the fold is called a mountain and when ϕ 0 > 0 the fold is called a valley (Figure 1). The linear relationship between bending moment and dihedral angle was showed experimentally in Lechenault et al (2014) and Jules et al (2019) to hold for a wide range of dihedral angles. In their experiments, Lechenault and co-workers used the setup in Figure 3.…”
Section: Numerical Model Using Closed-form Solutions Of the Elasticamentioning
confidence: 81%
“…The branch splitting has significant consequences for the energy and stability landscapes of non-Euclidean 4-vertices. When we model the hinge elasticity with torsional springs and assume the plates are rigid, the energy of a vertex is given by [3,4,17,20,20,21,[45][46][47]:…”
Section: Endpointsmentioning
confidence: 99%