折叠(DSP实现)
张力(地质)
地质学
材料科学
复合材料
结构工程
工程类
极限抗拉强度
作者
Kexin Guo,Marc Suñé,Ming Li Kwok,K. Jimmy Hsia,Mingchao Liu,Dominic Vella
标识
DOI:10.1073/pnas.2423439122
摘要
Buckling in compression is the archetype of elastic instability: when compressed along its longest dimension, a thin structure such as a playing card will buckle out-of-plane accommodating the imposed compression without a significant change of length. However, recent studies have demonstrated that tension applied to sheets with microscopic structure leads to out-of-plane deformation in applications from “groovy metasheets” for multistable morphing to kirigami grippers. Here, we demonstrate that this counterintuitive behavior—a large transverse folding induced by a relatively small imposed longitudinal tension—occurs also in unstructured sheets of isotropic material. The key to this behavior is that a localized uniaxial tension induces giant folding; we refer to this as “localized tension-induced giant (TUG) folding” to reflect the importance of localized tension, and its mode of actuation and the similarity of the loading condition to ‘tugging’ the sheet. We show that localized TUG folding occurs because of an efficient transfer of applied tensile load into compression—a geometric consequence of a localized applied tension. We determine scaling results for the folding angle as a function of applied strain in agreement with both experiments and simulations. The generic nature of localized TUG folding suggests that it might be utilized in a broader range of materials and structures than previously realized.
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