Synergistic design of curved beam metastructures with tunable stiffness, Poisson's ratio and energy absorption ability

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Gai-Qin Liu, Hai-Tao Liu
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引用次数: 0

Abstract

Mechanical metastructures have garnered widespread attention due to their superior mechanical properties. However, how mechanical metastructures achieve bidirectional mechanical responses while enabling synergistic multi-performance design remains an issue worthy of in-depth investigation. In this study, four types of curved beam metastructures (CBMs) are proposed, named CBM-I, CBM-II, CBM-III, and CBM-IV. The mechanical responses of these CBMs, including stress-strain curves, energy absorption capabilities, and deformation profiles, are studied through finite element simulations and experiments. The results show that both CBM-I and CBM-II exhibit negative stiffness characteristics along the X and Y directions, while offering customizable deformation lengths. When compressed to a densification state, the stress-strain curves of CBM-I and CBM-II demonstrate a three-stage plateau feature. CBM-III not only achieves the transformation of nonlinear properties such as positive stiffness, quasi-zero stiffness, and negative stiffness but also features a tunable Poisson’s ratio, which cannot be accomplished by conventional negative-stiffness metastructures. CBM-IV exhibits excellent capability of sign switching for Poisson's ratio. The frame-reinforced design and double curved beam design strategies not only improve the peak force of CBMs but also suppress the asymmetric buckling deformation of the curved beam and enhance structural stability. The quasi-zero stiffness and customizable length characteristics of CBM-I and CBM-II give them significant application value in morphing wings. This study provides valuable insights for the multifunctional design of novel tunable CBMs and promotes their application in aerospace engineering.
具有可调刚度、泊松比和能量吸收能力的弯曲梁元结构协同设计
力学元结构因其优越的力学性能而受到广泛关注。然而,力学元结构如何在实现协同多性能设计的同时实现双向力学响应仍然是一个值得深入研究的问题。在本研究中,提出了四种类型的弯曲梁元结构(CBMs),分别命名为CBM-I、CBM-II、CBM-III和CBM-IV。通过有限元模拟和实验研究了这些CBMs的力学响应,包括应力-应变曲线、能量吸收能力和变形曲线。结果表明,CBM-I和CBM-II在X和Y方向上均表现出负刚度特征,同时提供可定制的变形长度。压缩至致密化状态后,CBM-I和CBM-II的应力-应变曲线呈现出三阶段高原特征。CBM-III不仅实现了正刚度、准零刚度、负刚度等非线性特性的转换,而且具有常规负刚度元结构无法实现的泊松比可调特性。CBM-IV具有良好的泊松比符号转换能力。框架加筋和双弯曲梁设计策略不仅提高了cbm的峰值力,而且抑制了弯曲梁的不对称屈曲变形,提高了结构的稳定性。CBM-I和CBM-II的准零刚度和长度可定制特性使其在变形翼中具有重要的应用价值。该研究为新型可调谐CBMs的多功能设计提供了有价值的见解,并促进了其在航空航天工程中的应用。
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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