A buckling mechanics model for pattern transformation of lattice superstructures assembled by soft-hard materials integrated units

IF 3.4 3区 材料科学 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Haozhe Zhang, Yuan Gao, Baoxing Xu
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引用次数: 0

Abstract

Compression-induced sudden change of organizations and patterns in lattice structures composed of truss materials or granular colloids has been leveraged to design a broad variety of novel functional materials and structures. However, mechanics theory underlying these instabilities remains underexplored. Here, we report an instability phenomenon in lattice superstructures comprised of soft-hard materials integrated Janus structure units under an externally applied uniaxial compression in a rigid-walled constraint container and establish a constrained buckling mechanics model to describe the instability and its induced pattern transformation. Finite element analysis (FEA) shows that when these superstructures are compressed beyond a critical load, the assembly components of soft-hard materials integrated units begin to slide and rotate, leading to pattern transformation. We propose an instability mechanics framework of pattern transformation by developing a beam buckling model constrained laterally by a series of elastic springs. These spring constraints represent the contact status between adjacent soft-hard integrated units in the superstructures and are correlated with rotation of units. Theoretical predictions of both instability mode and pattern transformation agree well with FEA results. The effects of the initial orientation of individual units and assembly patterns of the superstructures are also discussed. This work provides a theoretical mechanics foundation to design superstructures with controllable pattern transformations by tailoring soft-hard materials integrated assembly components.
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来源期刊
Mechanics of Materials
Mechanics of Materials 工程技术-材料科学:综合
CiteScore
7.60
自引率
5.10%
发文量
243
审稿时长
46 days
期刊介绍: Mechanics of Materials is a forum for original scientific research on the flow, fracture, and general constitutive behavior of geophysical, geotechnical and technological materials, with balanced coverage of advanced technological and natural materials, with balanced coverage of theoretical, experimental, and field investigations. Of special concern are macroscopic predictions based on microscopic models, identification of microscopic structures from limited overall macroscopic data, experimental and field results that lead to fundamental understanding of the behavior of materials, and coordinated experimental and analytical investigations that culminate in theories with predictive quality.
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