Novel Imperfection Method for Post-Buckling Strength of C-Sectioned CFS Members

Özge Gizem Çağrıcı, Rafet Aktepe, Burcu Güldür Erkal
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引用次数: 0

Abstract

The overall behavior of cold-formed steel (CFS) members is significantly affected from existing geometric imperfections. In this work, a mode shape-based imperfection coefficient computation method is developed to investigate the effects of initial geometric imperfections on member behavior. The point clouds of CFS members are collected and used to extract imperfection distributions and coefficients. The computed coefficients are integrated into the numerical model for analysis. Finally, axial loading tests are conducted to compare the numerical and experimental results. The results obtained using mode shape-based imperfection coefficients are generally closer to the experimental results than the common method used in practice.
c形CFS构件屈曲后强度的新缺陷法
冷弯型钢(CFS)构件的整体性能受到几何缺陷的显著影响。本文提出了一种基于模态振型的缺陷系数计算方法,研究了初始几何缺陷对构件行为的影响。收集CFS构件的点云,提取缺陷分布和系数。将计算得到的系数集成到数值模型中进行分析。最后进行了轴向加载试验,对数值结果和试验结果进行了比较。利用基于振型的缺陷系数得到的结果通常比实际使用的常用方法更接近实验结果。
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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CiteScore
1.70
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0.00%
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