Analysis of the mechanical behavior of porous materials containing two populations of voids under dynamic spherical loading

IF 3.4 3区 材料科学 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Mechanics of Materials Pub Date : 2024-08-12 DOI:10.1016/j.mechmat.2024.105112
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Abstract

A computational homogenization analysis is performed on three-dimensional representative volume elements (RVE) that contain two distinct populations of voids, to demonstrate the influence of the interaction between cavities. RVEs are constructed as cubic elastic perfectly-plastic matrices embedding two families of spherical voids, and subjected to dynamic loading under homogeneous kinematic boundary conditions. Multiple microstructure models are considered by varying the number, position, and size of voids to evaluate the micro-inertia contribution to the overall macroscopic stress. Velocity fields within numerical RVEs are investigated to reveal the interaction of voids and their key role in the dynamic macroscopic response of the porous material. Based on numerical simulation results, a homogenization analytical model considering void interaction is proposed to describe the mechanical behavior under dynamic loadings. This model relies on adjusting the strain rate level at the boundary of unit cells composing the porous material. Comparison between our numerical and analytical results with those obtained using the classical Taylor homogenization scheme highlights the limitations of the Taylor model in the case of porous materials under dynamic loading.

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含有两种空隙群的多孔材料在动态球形载荷下的力学行为分析
对包含两种不同空腔的三维代表体积元素(RVE)进行了计算均质化分析,以证明空腔之间相互作用的影响。RVE 构建为嵌入两个球形空腔族的立方弹性完全塑性矩阵,并在均质运动边界条件下承受动态加载。通过改变空腔的数量、位置和大小,考虑了多种微结构模型,以评估微惯性对整体宏观应力的贡献。研究了数值 RVE 内的速度场,以揭示空隙的相互作用及其在多孔材料动态宏观响应中的关键作用。根据数值模拟结果,提出了一个考虑空隙相互作用的均质化分析模型,以描述动态载荷下的力学行为。该模型依赖于调整组成多孔材料的单元格边界的应变率水平。将我们的数值结果和分析结果与使用经典泰勒均质化方案得出的结果进行比较,突出了泰勒模型在动态载荷下的多孔材料中的局限性。
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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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