Wang Siyi, Wang Jiayang, Komvopoulos Kyriakos
Department of Mechanical Engineering, University of California, Berkeley, CA 94720, USA.
Biomimetics (Basel). 2023 Mar 5;8(1):103. doi: 10.3390/biomimetics8010103.
Inspired by many biological structures in nature, biomimetic structures demonstrate significantly better mechanical performance than traditional engineering structures. The exceptional mechanical properties of natural materials are attributed to the hierarchical architecture of their structure. Consequently, the implementation of biomimetic structures in the design of lightweight structures with tailored mechanical properties has been constantly increasing in many fields of science and engineering. The bamboo structure is of particular interest because it combines a light weight and excellent mechanical properties, often surpassing those of several engineering materials. The objective of this study was to evaluate the mechanical behavior of bamboo-inspired structures subjected to transversal compressive loading. Structures consisting of bamboo-like thin-walled hexagonal building blocks (unit cells) with different dimensions were fabricated by stereolithography 3D printing and their mechanical performance was evaluated by mechanical testing, high-speed camera video recordings, and finite element simulations. The results of the elastic modulus, yield strength, and strain energy density at fracture were interpreted in terms of characteristic dimensions of the unit cell structure. The failure process was elucidated in the light of images of the fractured structures and simulation strain maps. The results of this study demonstrate that ultralight bamboo-like structures with specific mechanical characteristics can be produced by optimizing the dimensions and number density of the hexagonal unit cell.
受自然界中许多生物结构的启发,仿生结构的力学性能明显优于传统工程结构。天然材料卓越的力学性能归因于其结构的层次架构。因此,在许多科学和工程领域,具有定制力学性能的轻质结构设计中仿生结构的应用一直在不断增加。竹结构尤其令人关注,因为它兼具轻质和优异的力学性能,常常超过几种工程材料。本研究的目的是评估受横向压缩载荷作用的竹启发结构的力学行为。通过立体光刻3D打印制造了由不同尺寸的竹状薄壁六边形建筑块(单元胞)组成的结构,并通过力学测试、高速摄像机视频记录和有限元模拟对其力学性能进行了评估。根据单元胞结构的特征尺寸解释了弹性模量、屈服强度和断裂应变能密度的结果。根据断裂结构的图像和模拟应变图阐明了失效过程。本研究结果表明,通过优化六边形单元胞的尺寸和数密度,可以生产出具有特定力学特性的超轻竹状结构。