建筑材料的屈曲和后屈曲:晶格结构和金属泡沫的研究方法综述

C. Völlmecke, M. Todt, Stylianos Yiatros
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引用次数: 4

摘要

制造业和材料科学的最新进展已经产生了许多建筑材料(archimats),这些材料是为多功能和改进的性能而量身定制的。具体来说,晶格结构和金属泡沫通常是轻量化的优化结构形态,容易出现非线性不稳定现象,导致崩溃或进入不同的稳定状态。本文提供了广泛的分析,数值和实验方法来研究屈曲和后屈曲在这类材料。在解析建模方面,提出了线性弹性模型和几何非线性模型。在数值分析中,提出了离散和连续模型,突出了数值建模如何为这些材料的设计提供信息,最后,根据调查的目的,报告了不同尺度的实验方法,突出了它们的优点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Buckling and postbuckling of architectured materials: A review of methods for lattice structures and metal foams
Recent advances in manufacturing and material science have given rise to numerous architectured materials (archimats), which are tailored for multifunctionality and improved performance. Specifically, lattice structures and metal foams are usually lightweight optimized structural morphologies, which are prone to non-linear instability phenomena, leading to collapse or to a different stable state. This article offers an extensive review of analytical, numerical and experimental methods for investigating buckling and postbuckling in such materials. In terms of analytical modelling, linear elastic and geometrically non-linear models are presented. In numerical analysis, discrete and continuum models are presented, highlighting how numerical modelling can inform design of such materials and finally, experimental methods across different scales are reported, highlighting their merits, depending on the aim of the investigation.
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