Abstract

In-plane collapse behaviors of second-order wood-inspired hierarchical honeycombs (replace each solid side of a conventional honeycomb with a wall comprising smaller hexagons) under quasi-static and dynamic in-plane compression were examined via experiments and finite element (FE) simulation. Analytical formula for the initial crushing strength and plateau crushing force were also developed. Compared to the conventional honeycomb, a hierarchical honeycomb displays a higher mean post-yield crushing stress, although its specific energy absorption is slightly lower. Their initial phase of energy dissipation is linked to the rotation and shortening/compression of the inclined hierarchical walls. Due to less catastrophic collapse of the smaller first-order cells, the plateau stress phase is more stable and gradual overall hardening is evident in the stress-strain curve. Under dynamic loading, the initial peak force and subsequent plateau force are elevated. There are three types of responses – quasi-static, transition/progressive and dynamic – depending on the magnitude of the impact velocity.

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