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EU and US design approaches for steel storage pallet racks with mono-symmetric cross-section uprights

机译:欧盟和美国针对具有单对称横截面立柱的钢制仓储托盘架的设计方法

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Design, fabrication and erection of industrial steel storage rack systems can nowadays take place at different locations, potentially separated by thousands of kilonieters. Consequently, manufacturing engineers need to understand the main code provisions adopted in the country where the rack will be in-service. Frequently, design is carried out in accordance with the European (EU) or United States (US) rack codes, which are the most commonly adopted standards for industrial storage systems. As appraisal of the key differences on structural performance associated with the different code provisions in term of storage performance, a previous study of the Authors was focused on storage pallet racks comprised of bi-symmetric cross-section uprights (vertical members). Now, attention is paid to racks with mono-symmetric uprights, typically influenced by relevant warping effects, which are traditionally neglected by rack provisions and, as a consequence, by manufacturing engineers. The design approaches already considered and compared for bi-syrinnetric uprights now appear to be inadequate and have been necessarily improved, as suggested by the Authors, including at least the contribution due to the bimoment acting along mono-symmetric uprights. Research outcomes, which are discussed in the paper, are related to a parametric analysis on several racks differing for configurations, geometry of components and degree of rotational stiffness of joints. The associated results regarding the four EU and two US considered alternatives are presented and compared directly to each other to allow for a concrete appraisal of the most relevant differences between the admitted design approaches. In order to highlight the importance of warping effects, which can be evaluated only by means of refined finite element (FE) analysis software, design has been undertaken using also the more traditional FE beam formulation implemented in the commercial analysis packages most frequently used in manufacturing offices. Finally, Appendix A presents a complete design example to be used as benchmark, where all the discussed design options are applied and compared to each other.
机译:如今,工业钢制储物架系统的设计,制造和安装可以在不同的位置进行,可能相隔数千公里。因此,制造工程师需要了解机架投入使用的国家/地区所采用的主要法规。通常,根据欧洲(EU)或美国(US)机架代码进行设计,这是工业存储系统最常用的标准。为了评估与存储性能方面的不同法规规定相关的结构性能的主要差异,作者先前的研究集中在由双对称横截面立柱(垂直构件)组成的存储托盘架上。现在,要注意具有单对称立柱的机架,这些机架通常受相关翘曲效应的影响,而传统上,翘曲效应通常被机架规定以及制造工程师所忽略。正如作者所建议的那样,已经考虑和比较过的双正弦立柱的设计方法现在似乎是不充分的,必须加以改进,至少包括由于双矩沿单对称立柱作用的贡献。本文讨论的研究成果与对几个机架的参数分析有关,这些机架的构型,部件的几何形状和关节的旋转刚度不同。介绍了有关四个欧盟和两个美国考虑的替代方案的相关结果,并直接进行了相互比较,以便对所接受的设计方法之间最相关的差异进行具体评估。为了强调翘曲效应的重要性,翘曲效应只能通过改进的有限元(FE)分析软件进行评估,还使用在制造中最常用的商业分析软件包中实现的更传统的FE光束公式进行了设计。办公室。最后,附录A给出了一个完整的设计示例,可以用作基准,在该示例中,所有讨论的设计选项均被应用并相互比较。

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