Lu Lu, Leanza Sophie, Dai Jize, Hutchinson John W, Zhao Ruike Renee
Department of Mechanical Engineering, Stanford University, Stanford, CA 94305.
School of Engineering and Applied Sciences, Harvard University, Cambridge, MA 02138.
Proc Natl Acad Sci U S A. 2024 Jul 30;121(31):e2405744121. doi: 10.1073/pnas.2405744121. Epub 2024 Jul 24.
Multistable structures have widespread applications in the design of deployable aerospace systems, mechanical metamaterials, flexible electronics, and multimodal soft robotics due to their capability of shape reconfiguration between multiple stable states. Recently, the snap-folding of rings, often in the form of circles or polygons, has shown the capability of inducing diverse stable configurations. The natural curvature of the rod segment (curvature in its stress-free state) plays an important role in the elastic stability of these rings, determining the number and form of their stable configurations during folding. Here, we develop a general theoretical framework for the elastic stability analysis of segmented rings (e.g., polygons) based on an energy variational approach. Combining this framework with finite element simulations, we map out all planar stable configurations of various segmented rings and determine the natural curvature ranges of their multistable states. The theoretical and numerical results are validated through experiments, which demonstrate that a segmented ring with a rectangular cross-section can show up to six distinct planar stable states. The results also reveal that, by rationally designing the segment number and natural curvature of the segmented ring, its one- or multiloop configuration can store more strain energy than a circular ring of the same total length. We envision that the proposed strategy for achieving multistability in the current work will aid in the design of multifunctional, reconfigurable, and deployable structures.
多稳态结构由于能够在多个稳定状态之间进行形状重构,在可展开航天系统、机械超材料、柔性电子和多模态软机器人的设计中有着广泛的应用。最近,通常呈圆形或多边形形式的环的快速折叠已显示出能够诱导出多种稳定构型。杆段的自然曲率(其无应力状态下的曲率)在这些环的弹性稳定性中起着重要作用,决定了其折叠过程中稳定构型的数量和形式。在此,我们基于能量变分法为分段环(如多边形)的弹性稳定性分析建立了一个通用理论框架。将该框架与有限元模拟相结合,我们绘制出了各种分段环的所有平面稳定构型,并确定了它们多稳态的自然曲率范围。理论和数值结果通过实验得到验证,实验表明具有矩形横截面的分段环最多可呈现六种不同的平面稳定状态。结果还表明,通过合理设计分段环的段数和自然曲率,其一环或多环构型能够比相同总长度的圆环存储更多的应变能。我们设想,当前工作中实现多稳态的所提出策略将有助于多功能、可重构和可展开结构的设计。