New perspectives on asymmetric bending behavior: A lesson learned from leaves

Abstract

Designing materials or structures that can achieve asymmetric shape-shifting in response to symmetrically switching stimuli is a promising approach to enhance the locomotion performance of soft actuators/robots. Inspired by the geometry of slender leaves of many plants, we find that the thin-walled beam with a U-shaped cross section exhibits asymmetric deformation behaviors under bending with opposite orientations. Although this novel mechanical property has been long noticed and utilized in some applications, its mechanism is still unclear so far. In this study, we attribute this asymmetric bending behavior of thin-walled U-shaped beams to the buckling of sidewalls caused by the bending-induced compressive effect. Based on the Euler-Bernoulli beam theory and Kirchhoff-Love thin plate theory, a simple but efficient model is established to derive the critical moment for the sidewall buckling in a semi-analytical form. Finite element analysis simulations and experiments are employed to validate the theoretical foundations of our findings. The results of our work not only shed light on the mechanics underlying the asymmetric bending behavior of thin-walled U-shaped beams, but also open up new avenues for the structure design of high-performance soft actuators/robots and other novel devices.