Three-plateau smooth crushing responses of a bio-inspired double re-entrant combined honeycomb

IF 2.9 3区 工程技术 Q2 MECHANICS
Huaitong Guan, Xiaolong Zhang, Boya Xiao, Ruilan Tian
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引用次数: 0

Abstract

Inspired by the butterfly profile, a novel hybrid double re-entrant combined structure (DRCS) has been designed to exhibit high energy absorption characteristics across the three plateaus. The two convex angles of the hexagonal lattice overlap with the two re-entrant angles, allowing for a smooth transition between plateaus. Two types of DRCSs are constructed by considering right (DRCS-I) and obtuse (DRCS-II) angles, respectively. Numerical simulations indicate that, under low-velocity crushing conditions, the introduction of a smooth re-entrant structure enables DRCS-I to undergo a three-step deformation mode, corresponding to three distinct plateau stresses. The stress–strain curves exhibit a smooth rise during the transition between plateaus, with no abrupt pulse-shaped peak stress variations, as anticipated. Moreover, the right-angle effect introduced by DRCS-I induces a staircase-shaped rise in the stress–strain curve, and the average plateau stress is 1.95 times that of DRCS-II in the second stage. As for medium-velocity crushing, DRCS-I exhibits a two-step deformation mode, with the average plateau stress in the second stage being 1.38 times that of DRCS-II, while the right-angle effect still plays a stable role. For high-velocity crushing, the right-angle effect causes the stress–strain curve to oscillate gently due to the presence of the vertical strut. Furthermore, based on energy conservation theory, it is revealed that the higher average plateau stress and specific energy absorption (SEA) characteristics of DRCS-I depend on its novel right-angle structural design, unique three-step deformation mode, and plastic hinge dissipation.

仿生双返回式组合蜂窝的三平台平滑破碎响应
受蝴蝶轮廓的启发,设计了一种新型混合双重入式组合结构(DRCS),在三个高原上表现出高能量吸收特性。六边形晶格的两个凸角与两个可重新进入的角重叠,允许平台之间的平滑过渡。通过考虑直角(DRCS-I)和钝角(DRCS-II)分别构建了两种类型的drcs。数值模拟表明,在低速破碎条件下,引入光滑的重入结构使DRCS-I经历三步变形模式,对应于三种不同的高原应力。应力-应变曲线在两个高原之间的过渡期间呈平稳上升趋势,没有预期的脉冲状峰值应力突变。此外,DRCS-I引入的直角效应导致应力-应变曲线呈阶梯状上升,第二阶段的平均平台应力是DRCS-II的1.95倍。对于中速破碎,DRCS-I表现为两步变形模式,第二阶段的平均高原应力是DRCS-II的1.38倍,直角效应仍然发挥稳定作用。对于高速破碎,直角效应导致应力-应变曲线由于垂直支柱的存在而轻微振荡。基于能量守恒理论,揭示了新型直角结构设计、独特的三步变形模式和塑性铰耗散对DRCS-I结构具有较高的平台平均应力和比能吸收特性的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Acta Mechanica
Acta Mechanica 物理-力学
CiteScore
4.30
自引率
14.80%
发文量
292
审稿时长
6.9 months
期刊介绍: Since 1965, the international journal Acta Mechanica has been among the leading journals in the field of theoretical and applied mechanics. In addition to the classical fields such as elasticity, plasticity, vibrations, rigid body dynamics, hydrodynamics, and gasdynamics, it also gives special attention to recently developed areas such as non-Newtonian fluid dynamics, micro/nano mechanics, smart materials and structures, and issues at the interface of mechanics and materials. The journal further publishes papers in such related fields as rheology, thermodynamics, and electromagnetic interactions with fluids and solids. In addition, articles in applied mathematics dealing with significant mechanics problems are also welcome.
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