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Experimental investigation and numerical analysis of pin-ended extruded aluminium alloy unequal angle columns

机译:销端挤出铝合金不等角柱的实验研究和数值分析

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The structural performance of aluminium alloy unequal angle columns was investigated in this study. Fourteen columns made of two extruded aluminium alloy unequal angle cross-sections were tested. Complementary material property tests and geometric imperfection measurements were also carried out. The test setup, procedure and results were fully reported. After the tests, numerical models were developed to replicate the tested pin-ended extruded aluminium alloy unequal angle column behaviour. The validated finite element models were then adopted to analyse the effect of the configuration of initial geometric imperfections, which proved to be pivotal in mode interaction of the column buckling performance. Parametric studies were carried out with specific initial imperfection configuration to generate further numerical data. The ultimate resistances derived from the experiments and finite element analyses were employed to evaluate the applicability of the current codified standards. The result comparison shows that current design provisions yield unsafe predictions for pin-ended unequal angle columns since the buckling mode interaction is not considered. The development of applicable design proposals and further investigation into buckling modal participation for pin-ended extruded aluminium alloy unequal angle columns are required.
机译:本研究研究了铝合金不等角柱的结构性能。测试了由两个挤出的铝合金制成的14个柱进行测试。还进行了互补材料性能测试和几何缺陷测量。完全报告了测试设置,程序和结果。在测试之后,开发了数值模型以复制测试的销端挤出铝合金不等角柱行为。然后采用验证的有限元模型来分析初始几何缺陷配置的效果,这证明了柱屈曲性能的模式相互作用。使用特定初始缺陷配置进行参数研究以产生进一步的数值数据。采用了实验和有限元分析来评估了当前编纂标准的适用性的极限电阻。结果比较表明,由于不考虑屈曲模式相互作用,当前设计规定产生针对端部不等角列的不安全预测。需要开发适用的设计提案和进一步调查屈曲模态参与针端挤出铝合金不等角柱的不等角度柱。

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