Auxetic effects in the large deflection bending characteristics of FG GRMMC shallow arches

APPLIED MATHEMATICAL MODELLING(2023)

引用 3|浏览3
暂无评分
摘要
Shallow arches are ubiquitous in long-span buildings, bridge structures, and tunnels. Uni-form loading can cause large deflections characterized by snap-through, which can ul-timately lead to structural failure. In this work, nonlinear bending of functional graded graphene reinforced metal matrix composite (GRMMC) shallow arches with auxetic prop-erties is studied using higher order shear constitutive equations based on the von Karman nonlinear theory of beam. Asymptotic solutions for an arch with simply and clamped sup-ported ends are derived using a two-perturbation approach. The results show that the the initial thermal stress-induced deformation of the members increases with increasing en-vironmental temperature. The generated auxetic effect in the structures due to Negative Poisson's Ratio (NPR) will act to resist bending deformation. This strengthening effect is more noticeable with increase in the deflection, especially in the first snap-through. In ad-dition, the elastic foundation increases the global stiffness of the arch, thus enhancing its bending stiffness. The current work not only provides a theoretical foundation for under-standing the interrelationship between the auxetic effect and mechanical performance of structures but also offers guidance for designing metamaterial structures. (c) 2023 Elsevier Inc. All rights reserved.
更多
查看译文
关键词
Nonlinear bending,Modelling,Auxetic,Design,Arches
AI 理解论文
溯源树
样例
生成溯源树,研究论文发展脉络
Chat Paper
正在生成论文摘要