模块化集成结构中模块的初始几何缺陷

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Yue-Yang Ding , Yao-Peng Liu , Si-Wei Liu , Yi-Qun Tang , Siu-Lai Chan
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引用次数: 0

摘要

模块化集成结构(MiC)结构具有独特的初始几何缺陷来源,与传统钢结构中的缺陷有很大不同。传统的设计方法通常关注元素级或非结构偏差,无法充分捕捉这些模块级缺陷,从而可能导致结构评估和设计中的重大错误。本研究通过提出基于本地化制造公差表征模块级缺陷的数学模型来解决这一关键差距。通过蒙特卡罗仿真验证了模型的有效性,建立了允许公差、模块尺寸和几何偏差之间的清晰关系。通过在模块化单元级别直接考虑初始缺陷,所提出的方法充分利用了MiC的高精度特性,并支持使用直接分析法(DAM)进行高效结构设计,而不依赖于有效长度法。此外,制造公差的统计分析为制定适当的精度要求提供了基础,以确保所需的模块质量。该方法为MiC结构的性能设计提供了一种实用可靠的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Initial geometric imperfections of modules in modular integrated construction structures
Modular Integrated Construction (MiC) structures possess unique sources of initial geometric imperfections that differ significantly from those found in traditional steel structures. Conventional design approaches, which often focus on element-level or non-structural deviations, fail to adequately capture these module-level imperfections, potentially leading to substantial errors in structural assessment and design. This study addresses this critical gap by proposing mathematical models that characterize module-level imperfections based on localized manufacturing tolerances. The effectiveness of the models is validated through Monte Carlo simulations, which establish clear relationships among allowable tolerances, module dimensions, and geometric deviations. By enabling the direct consideration of initial imperfections at the modular unit level, the proposed method fully leverages the high-precision nature of MiC and supports efficient structural design using the Direct Analysis Method (DAM) without reliance on the effective length method. Furthermore, the statistical analysis of manufacturing tolerances provides a foundation for setting appropriate precision requirements to ensure desired module quality. This approach offers a practical and reliable solution for the performance-based design of MiC structures.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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