Experimental and numerical analysis of hyperelastic prestressed arches

IF 2.1 3区 工程技术 Q3 MECHANICS
Filipe Meirelles Fonseca, Paulo Batista Gonçalves
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引用次数: 0

Abstract

In recent decades, there has been an increasing number of researches and applications involving hyperelastic structures, integrating different areas of engineering structures and materials, driven by technological advances in the manufacturing process, many involving multistability and the practical use of snap-through buckling. However, there is little information on the stability of hyperelastic multistable structural elements. The objective of this work is, therefore, to study experimentally and numerically the stability of hyperelastic arches, a structural form found in many applications. The arches are made of rubber-like material (polyvinyl siloxane), an elastomer that closely conforms to the incompressible hyperelastic ideal, which is described by the constitutive polynomial model. Uniaxial tests are used to determine the material constants. The aid of a digital image record during the tests allows an in-depth analysis of the deformation field. Several specimens are tested, covering a large range of rise-to-span ratios and two cross-section geometries, thus allowing for an in-depth understanding of the multistable behavior of pre-compressed hyperelastic arches. The tests are conducted under displacement control, allowing the determination of load and displacement limit points. Excellent correlation is obtained between the experiments and the nonlinear equilibrium paths obtained using three-dimensional finite element models. The results obtained show that the arches, due to the flexibility of hyperelastic materials, can undergo large displacements and rotations without damage, giving them great potential for energy absorption and storage. Density is a crucial property of rubber, significantly influencing its structural response. The important role of self-weight on bifurcation loads and nonlinear equilibrium paths is demonstrated here. Understanding the non-linear behavior and stability of these structures is important in practical applications such as vibration control, energy absorption and harvesting, metamaterials development, bioengineering, medicine, and flexible robots, among others.

Abstract Image

超弹性预应力拱的试验与数值分析
近几十年来,在制造工艺技术进步的推动下,越来越多的研究和应用涉及到超弹性结构,整合了工程结构和材料的不同领域,许多研究和应用涉及到多稳定性和通过卡扣屈曲的实际应用。然而,关于超弹性多稳定结构单元的稳定性研究却很少。因此,这项工作的目的是通过实验和数值研究超弹性拱的稳定性,超弹性拱是一种在许多应用中发现的结构形式。拱门由类似橡胶的材料(聚乙烯烃硅氧烷)制成,这种弹性体非常符合不可压缩超弹性理想,用本构多项式模型来描述。单轴试验用于确定材料常数。在测试过程中的数字图像记录的帮助下,可以对变形场进行深入分析。几个试件进行了测试,涵盖了大范围的升跨比和两种截面几何形状,从而可以深入了解预压缩超弹性拱的多稳态行为。试验是在位移控制下进行的,允许确定载荷和位移极限点。实验结果与三维有限元模型得到的非线性平衡路径具有很好的相关性。结果表明,由于超弹性材料的柔韧性,拱可以承受较大的位移和旋转而不损坏,具有很大的能量吸收和储存潜力。密度是橡胶的一项重要性能,对其结构响应有重要影响。本文论证了自重对分岔载荷和非线性平衡路径的重要作用。了解这些结构的非线性行为和稳定性在振动控制、能量吸收和收集、超材料开发、生物工程、医学和柔性机器人等实际应用中非常重要。
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来源期刊
Meccanica
Meccanica 物理-力学
CiteScore
4.70
自引率
3.70%
发文量
151
审稿时长
7 months
期刊介绍: Meccanica focuses on the methodological framework shared by mechanical scientists when addressing theoretical or applied problems. Original papers address various aspects of mechanical and mathematical modeling, of solution, as well as of analysis of system behavior. The journal explores fundamental and applications issues in established areas of mechanics research as well as in emerging fields; contemporary research on general mechanics, solid and structural mechanics, fluid mechanics, and mechanics of machines; interdisciplinary fields between mechanics and other mathematical and engineering sciences; interaction of mechanics with dynamical systems, advanced materials, control and computation; electromechanics; biomechanics. Articles include full length papers; topical overviews; brief notes; discussions and comments on published papers; book reviews; and an international calendar of conferences. Meccanica, the official journal of the Italian Association of Theoretical and Applied Mechanics, was established in 1966.
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