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三维打印仿生海螺和珍珠贝混合设计复合材料在准静态三点弯曲载荷下的性能。

Performance of 3D printing biomimetic conch shell and pearl shell hybrid design composites under quasi-static three-point bending load.

机构信息

College of Mechanical and Vehicle Engineering, Taiyuan University of Technology, Taiyuan, 030024, China; Shanxi Key Laboratory of Material Strength & Structural Impact, Taiyuan University of Technology, Taiyuan, 030024, China.

Shanxi Polytechnic College, Taiyuan, 030006, China.

出版信息

J Mech Behav Biomed Mater. 2024 Mar;151:106381. doi: 10.1016/j.jmbbm.2024.106381. Epub 2024 Jan 4.

Abstract

The failure process of biomimetic hybrid design composite composed of layers of conch shell and pearl shell was studied through quasi-static three-point bending experiments and numerical simulations. The biomimetic conch shell structure with inclined angles serves as the upper layer of the hybrid structure, while the biomimetic pearl shell structure with traditional brick and mud structure serves as the lower layer of the hybrid structure, forming a hybrid design structure. Four inclined angles were designed for the structural units of the conch shell, namely 15°, 30°, 45°, and 60°. Twenty-four specimens (six specimens for each inclined angle) were prepared using 3D printing technology using both soft and hard matrix materials. The influence of different inclined angles on the fracture strength, fracture toughness, and energy absorption of hybrid design structures was experimentally studied. The biomimetic hybrid design composite specimen with a notch is placed between two supporting rollers, and a loading indenter acts at mid-span. All twenty-four specimens were notched with a triangular tip and a rectangular bottom. A loading rate of 1 mm/min is used to avoid the viscoelastic effect of the composite materials. Details of the specimens, the experimental set-up and procedure are discussed in this paper. Complementary to the experimental studies, an extensive numerical investigation was carried out to study the influence of the aspect ratio of brick and mud units on the fracture initiation and failure of hybrid design structures. The causes of crack initiation and propagation, and failure modes in biomimetic hybrid design structures were postulated. These numerical findings help in reinforcing the experimental results and provide crucial information to enhance further research in this exciting area.

摘要

通过准静态三点弯曲实验和数值模拟研究了由贝壳层和珍珠层组成的仿生混合设计复合材料的失效过程。具有倾斜角度的仿生贝壳结构作为混合结构的上层,而具有传统砖泥结构的仿生珍珠壳结构作为混合结构的下层,形成混合设计结构。为贝壳结构的结构单元设计了四个倾斜角,分别为 15°、30°、45°和 60°。使用软、硬基质材料的 3D 打印技术制备了 24 个试件(每个倾斜角 6 个试件)。实验研究了不同倾斜角对混合设计结构的断裂强度、断裂韧性和能量吸收的影响。在两个支撑辊之间放置带有切口的仿生混合设计复合试件,在中跨处作用加载压头。所有 24 个试件均带有三角形尖端和矩形底部的切口。采用 1mm/min 的加载速率以避免复合材料的粘弹性效应。本文讨论了试件的细节、实验装置和过程。作为实验研究的补充,进行了广泛的数值研究,以研究砖泥单元的纵横比对混合设计结构的断裂起始和失效的影响。推测了仿生混合设计结构中裂纹起始和扩展以及失效模式的原因。这些数值发现有助于增强实验结果,并为在这个令人兴奋的领域进一步研究提供关键信息。

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