Recent developments in profiled steel sheeting dry board (PSSDB) systems: A systematic literature review

IF 6 Q1 ENGINEERING, MULTIDISCIPLINARY
Abdulrahman Mubarak Salem Sawahli , Sakhiah Abdul Kudus , Adiza Jamadin , Mohamad Farid Misnan , Kunitomo Sugiura
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引用次数: 0

Abstract

The Profiled Steel Sheeting Dry Board Composite construction system consists of profiled steel sheeting with dry board, offering power-efficient, lightweight, and flexible, making it suitable for a wide range of structural applications. While there are well-founded promises from its development, there is a lack of systematic and holistic studies on its application and structure performance. This systematic literature review aims to fill this gap and report on the relevant papers to PSSDB. Using the PRISMA methodology, a systematic screening process led to the identification of 552 publications, which were then filtered down to 33 articles that all constituted relevant research papers for analysis, ensuring scientific rigour and transparency. This paper evaluates the structural performance and applications of the PSSDB system and analyses critical issues and research perspectives. Key results indicate that local buckling remains a formidable design challenge for PSS over a continuum of design cases, with few investigations proposing feasible mitigation strategies. Moreover, the dynamic behaviour of PSSDB is largely unexplored due to the limited experimental modal analysis and related investigations, where vibration performance is critical for structural integrity. It summarises existing evidence to assess current boundaries and highlights areas for future research and implications for practice. It provides a foundation to create new, effective solutions for enhancing the structural performance and the versatility of PSSDB systems. Thereby, an improved understanding of the PSSDB supports to optimise it further and widely deploying it in current construction, thus making work a novel step that fills the research gap.
异型钢板干板复合建筑系统由异型钢板和干板组成,具有节能、轻质、灵活等特点,适用于各种结构应用。虽然其发展前景广阔,但缺乏对其应用和结构性能的系统性和整体性研究。本系统性文献综述旨在填补这一空白,并向 PSSDB 报告相关论文。采用 PRISMA 方法,通过系统筛选,确定了 552 篇出版物,然后筛选出 33 篇文章,这些文章均为相关研究论文,可用于分析,确保了科学严谨性和透明度。本文评估了 PSSDB 系统的结构性能和应用,并分析了关键问题和研究视角。主要结果表明,在一系列设计案例中,局部屈曲仍然是 PSS 面临的一个严峻的设计挑战,几乎没有研究提出可行的缓解策略。此外,由于实验模态分析和相关研究有限,PSSDB 的动态行为在很大程度上尚未得到探索,而振动性能对结构完整性至关重要。报告总结了现有证据,评估了当前的界限,并强调了未来研究的领域和对实践的影响。它为创建新的、有效的解决方案奠定了基础,以提高 PSSDB 系统的结构性能和多功能性。因此,加深对 PSSDB 的了解有助于进一步优化该系统,并将其广泛应用于当前的建筑工程中,从而迈出了填补研究空白的新一步。
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
Results in Engineering
Results in Engineering Engineering-Engineering (all)
CiteScore
5.80
自引率
34.00%
发文量
441
审稿时长
47 days
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