Kresling模的特征值分析:一种设计臂状折纸结构的系统方法

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Seyed Masoud Alipour, Jamal Arghavani
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引用次数: 0

摘要

本研究采用综合力学建模和特征值分析的方法,为由Kresling模块构建的类臂折纸结构的几何设计提供了一个系统框架。建立了一种广义的六自由度桁架模型,用于描述Kresling模块在准静态加载条件下的轴向和离轴变形。该模型能够准确预测模块的力学行为,并通过与实验和有限元结果的比较进行验证。通过对线性化控制方程进行特征值分析,确定了主要的变形模式,特别是折叠和弯曲,并量化了它们的相关刚度特性。这些见解用于构建一组无量纲设计图,将几何参数与机械性能联系起来,指导根据特定应用要求定制模块配置的选择。所提出的方法支持使用对称双稳态Kresling模块的自适应、可重构臂状结构的高效可扩展设计,在软机器人、可部署设备和灵活机构中具有潜在的应用前景。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Eigen-value analysis of Kresling modules: A systematic approach to designing arm-like origami structures
This study introduces a systematic framework for the geometric design of arm-like origami structures constructed from Kresling modules, leveraging comprehensive mechanical modeling and eigenvalue analysis. A generalized six-degree-of-freedom (6-DOF) truss model is developed to capture both axial and off-axis deformations of the Kresling module under quasi-static loading conditions. The model enables accurate prediction of the module’s mechanical behavior and is validated through comparison with experimental and finite element results. By performing eigenvalue analysis on the linearized governing equations, the dominant deformation modes, specifically folding and bending, are identified, and their associated stiffness characteristics are quantified. These insights are used to construct a set of dimensionless design maps that link geometric parameters to mechanical performance, guiding the selection of module configurations tailored to specific application requirements. The proposed methodology supports the efficient and scalable design of adaptive, reconfigurable arm-like structures using symmetric bistable Kresling modules, with potential applications in soft robotics, deployable devices, and flexible mechanisms.
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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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