Tailorable Elasticity of Cantilever Using Spatio-Angular Functionally Graded Biomimetic Scales

TL;DR

This paper presents a bio-inspired, analytical method to tailor the elasticity of cantilever beams by using functionally graded biomimetic scales, enabling adjustable stiffness without extensive manufacturing processes.

Contribution

It introduces a novel, geometry-based gradation technique for biomimetic scales to control beam elasticity, contrasting with traditional material-based approaches.

Findings

Significant differences in bending stiffness between uniform and graded scales.

Spatial and angular gradations influence stiffness in distinct ways.

Combining gradations allows for customizable elasticity of the beam.

Abstract

Cantilevered beams are of immense importance as structural and sensorial members for a number of applications. Endowing tailorable elasticity can have wide ranging engineering ramification. Such tailorability could be possible using some type of spatial gradation in the beam's material or cross section. However, these often require extensive additive and subtractive material processing or specialized casts. In this letter, we demonstrate an alternative bio inspired mechanical pathway, which is based on exploiting the nonlinearity that would arise from a functionally graded distribution of biomimetic scales on the surface using an analytical approach. This functional gradation is geometrically sourced and could arise from either spatial or angular gradation of scales. We analyze such a functionally graded cantilever beam under uniform loading. In comparison with uniformly distributed scales, we find significant differences in bending stiffness for both spatial and angular gradations. Spatial and angular functional gradation share some universality but also sharp contrasts in their effect on the underlying beam. A combination of both types of gradation in the structure can be used to alternatively increase or decrease stiffness and therefore a pathway to tailor the elasticity of a cantilever beam relatively easily. These results give rise to an architected framework for designing and optimizing the topography of leveraged solids.