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Numerical investigation and design of aluminium alloy channel section columns at elevated temperatures

机译:高温铝合金沟道截面柱的数值调查与设计

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Aluminium alloys are increasingly popular in structural engineering applications because they have high strength, low weight and great durability. However, the mechanical properties of aluminium alloy material may be significantly affected by high temperature. This paper presents a numerical study on the behaviour of aluminium alloy channel section columns at elevated temperatures. A non-linear finite element (FE) model was developed and validated against 27 experimental results at high temperature. The validated FE model was used to conduct an extensive parametric study, in which a total of 360 aluminium alloy channel section columns were generated at elevated temperatures. The key parameters for the parametric study include two types of aluminium alloys (6061-T6 and 6063-T5), three lengths (360 mm, 1000 mm and 2000 mm) of columns and ten temperatures (range from 24 degrees C to 600 degrees C). The design strengths were calculated using American, Australia/New Zealand and European Standards and compared with the numerical results generated from parametric study. In addition, a reliability analysis was used to assess the reliability level of the considered design methods.
机译:铝合金在结构工程应用中越来越流行,因为它们具有高强度,重量轻,耐用性。然而,铝合金材料的机械性能可能受到高温的显着影响。本文介绍了铝合金沟道截面柱在高温下的行为的数值研究。在高温下开发并验证了非线性有限元(Fe)模型并验证了27个实验结果。经过验证的Fe模型用于进行广泛的参数研究,其中总共产生360个铝合金通道部分柱在升高的温度下产生。参数研究的关键参数包括两种类型的铝合金(6061-T6和6063-T5),三个长度(360mm,1000mm和2000 mm)的柱和十个温度(范围为24℃至600℃ )。使用美国,澳大利亚/新西兰和欧洲标准计算设计优势,并与从参数研究产生的数值结果相比。此外,可靠性分析用于评估所考虑的设计方法的可靠性水平。

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