高强度钢冷弯空心型材:截面长径比和长细比特性对弯曲性能的影响

Shady Adib, Ieva Misiūnaitė
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引用次数: 0

摘要

冷弯管材被广泛应用于各种结构解决方案,主要是由于其优越的结构性能、固有的美学特征以及易于预制和批量生产。高强度钢(HSS)由于其在设计轻量化和更经济的结构方面的潜力而越来越受到结构工程师和研究人员的关注。当普通钢的使用因强度不足而受到限制时,与冷弯管材结合使用,可以提高结构效率,也可以解决结构问题。然而,创新的结构解决方案往往面临着缺乏适当设计程序的问题。在大多数设计规范中,截面设计是按照传统的分类程序进行的,该分类程序基于单个构件的细度,而不考虑它们之间的相互作用。此外,管状截面通常以相同的方式处理,而不考虑其形成路径,嵌入一个完全弹塑性材料模型,而不参考冷弯截面,与平面材料相比,强度增加了,延性降低了。本文对冷弯HSS管状梁的变形响应进行了数值研究,重点研究了截面构件相互作用和强度增强对截面长细比的影响。首先开发了有限元模型,并根据现有的测试结果进行了验证。在对实验结果进行验证后,进行了参数化研究,以在横截面长径比、横截面长细和钢等级的范围内扩展可用的弯曲响应数据。数值计算结果用于评估现行设计规范对冷弯HSS管状梁截面分类的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
High strength steel cold-formed hollow sections: implication of cross-section aspect ratio and slenderness characteristics on flexural behavior
Cold-formed tubular sections are widely applicated for a variety of structural solutions, primarily due to their advantageous structural properties, inherent aesthetic characteristics and ease of prefabrication and mass production. High strength steels (HSS) are attaining growing attention from structural engineers and researchers due to their potential on the design of lightweight and more economic structures. In combination with cold-formed tubular sections HSS might serve as improvement on structural efficiency as well as solution for structural problems when usage of normal steel is limited due to insufficient strength. However, innovative structural solutions are often faced problems related with absence of appropriate design procedures. In most of the design codes cross-section design is performed following the traditional classification procedure based on the slenderness of the individual constituents without respect to their interaction. Moreover, tubular sections are generally treated in the same manner without respect to their formation route, embedding an elastic-perfectly plastic material model, without reference to the cold-formed sections increased strength and reduced ductility over the flat material. This paper reports on the numerical study of cold-formed HSS tubular beams deformation response, with a focus on the effect of cross-section constituent’s interaction and strength enhancement influence on the cross-section slenderness. Finite element (FE) models were first developed and validated against existing test results. Upon validation against the experimental results, parametric studies were carried out to expand the available flexural response data over a range of cross-section aspect ratio, cross-section slenderness and steel grades. The obtained numerical results were used to assess the suitability of the current design codes cross-sections classification for cold-formed HSS tubular beams.
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