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Numerical study on structural behaviour of cold-formed steel columns under fire conditions

机译:火灾条件下冷弯型钢柱结构性状的数值研究

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This paper presents the results of numerical studies on the behaviour of cold-formed galvanizedrnsteel columns under fire conditions, based on results of experimental tests, previously conducted by the authors.rnThis numerical study was performed by the finite element program ANSYS. First, it is presented the detailsrnof the finite element models used in this research and compared the finite element analysis results with thosernobtained in the experimental tests. Moreover, it is carried out a parametric study in order to investigate therninfluence of the axial restraining to the thermal elongation of the column, the axial preload ratio on the columnsrnmechanical behaviour.
机译:本文基于作者先前进行的实验测试结果,给出了冷弯镀锌钢柱在火灾条件下的性能数值研究的结果。该数值研究是由有限元程序ANSYS进行的。首先,介绍了本研究中使用的有限元模型的详细信息,并将有限元分析结果与实验测试中获得的结果进行了比较。此外,还进行了参数研究,以研究轴向约束对圆柱热伸长率,轴向预载比对圆柱力学性能的影响。

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