Quasi-static and dynamic responses of bio-inspired auxetic structures

IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Kasidis Payungpisit, Pakarasorn Chueathong, Tara Pongthongpasuk, Kittitat Siriraksophon, Vitoon Uthaisangsuk
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Abstract

At present, most structures with negative Poisson's ratio (NPR) exhibit stress-strain behaviour with only a single plateau and disordered deformation patterns when subjected to large compressive load. Therefore, new NPR structures, inspired by such natural curving shapes noticed in crabs and peacock mantis shrimp, were introduced. The rotational petal circle structure (RPCS) and rotational moon circle structure (RMCS) were constructed based on a common rotational structure and their load bearing capacities were then studied in details. FE simulations of these structures under compression were performed using rate-dependent hardening model and effects of design geometries including angle and radius parameters were examined. Predicted stress-strain responses were firstly validated by comparing with results from experiments. It was found that the proposed geometrical shapes significantly affected deformation modes and mechanical behaviors of the structures. The changes in angle showed more substantial impacts on the critical speed of structures than the radius, while variations of radius primarily governed their specific energy absorptions (SEA). For the RPCS and RMCS models at 30°, SEA values were increased about 97 % and 83.7 %, respectively, due to occurred three-stage deformation. The highest SEA was achieved at the angle of 30° and radius of 2.5 mm, whereas the largest critical velocity was noticed at 45° and 2.25 mm for both structures. A trade-off between energy absorption and critical speed of different configurations were described. Finally, the design guideline using equal arc segmentation for generating structures with multi-stage plateau responses was provided.
仿生仿生结构的准静态和动态响应
目前,负泊松比(NPR)结构在大压缩载荷作用下,大多表现为单一平台的应力-应变行为和无序变形模式。因此,引入了新的NPR结构,灵感来自螃蟹和孔雀螳螂虾的自然曲线形状。基于一种常见的旋转结构,构建了旋转花瓣圆结构(RPCS)和旋转月亮圆结构(RMCS),并对其承载能力进行了详细研究。采用速率相关硬化模型对这些结构进行了压缩有限元模拟,并考察了设计几何参数(包括角度和半径参数)的影响。首先通过与实验结果的对比验证了预测的应力应变响应。研究发现,所提出的几何形状对结构的变形模式和力学性能有显著影响。角度变化对结构临界速度的影响大于半径变化,而半径变化主要影响结构的比能吸收(SEA)。在30°的RPCS和RMCS模型中,由于发生了三阶段变形,SEA值分别增加了97%和83.7%。两种结构的最大临界速度分别为45°和2.25 mm,最大临界速度分别为30°和2.5 mm。描述了不同构型的能量吸收和临界速度之间的权衡。最后,给出了采用等弧分割生成多级平台响应结构的设计准则。
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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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