Stochastic stability of random stacking of blocks

IF 3.4 3区 工程技术 Q1 MECHANICS International Journal of Solids and Structures Pub Date : 2024-10-02 DOI:10.1016/j.ijsolstr.2024.113094
V. Denoël
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Abstract

The paper explores the stability of a tower obtained by stacking identical rectangular blocks on top of each other with an inherent randomness due to slight positional offsets between successive blocks. With probabilistic modeling techniques, the diffusive behavior of the stacking process is studied and the collapse is seen as a first passage time problem. In the considered model, alignment errors are idealized as independent Gaussian random variables with zero mean and given standard deviation. We derive expressions for the joint probability density functions of block positions, and analyze their correlation. The study extends to the stochastic stability of a stack of given height, by exploring the statistical characteristics of the center of gravity of the part of tower above each block. Eventually, the probabilistic analysis of collapse is developed to quantify the statistics of the number of blocks that can be heaped up before the tower topples. Although this problem may initially appear playful, it offers an illustrated introduction to first passage problems on a non homogenous process. From a practical standpoint, this analysis offers a simple understanding of the influence of alignment errors on the overall stability of a stack, which may find several fields of application.
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木块随机堆叠的随机稳定性
本文探讨了通过将相同的矩形块堆叠在一起而获得的塔的稳定性,由于连续块之间存在轻微的位置偏移,因此具有固有的随机性。通过概率建模技术,研究了堆叠过程的扩散行为,并将坍塌视为第一通过时间问题。在所考虑的模型中,对齐误差被理想化为独立的高斯随机变量,具有零均值和给定的标准偏差。我们推导出区块位置的联合概率密度函数表达式,并分析了它们之间的相关性。通过探索每个塔块上方塔身部分重心的统计特征,研究扩展到给定高度塔堆的随机稳定性。最后,研究还发展了倒塌的概率分析,以量化塔倒塌前可堆起的积木数量统计。虽然这个问题最初看起来很乏味,但它为非均质过程的第一通道问题提供了一个图文并茂的介绍。从实用的角度来看,该分析提供了对齐误差对堆垛整体稳定性影响的简单理解,可应用于多个领域。
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
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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