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Research on Stability of High Strength Aluminum Alloy Columns Loaded by Axial Compressive Load

机译:轴向压缩载荷加载高强度铝合金柱的稳定性研究

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This paper reports experimental study of 17 high strength aluminium alloy specimens of type of 6082-T6 under axially compressed load including I-section column, rectangular hollow section. The general-purpose non-linear finite element analysis software ABAQUS is adopted to simulate the mechanical performance and overall buckling of aluminium alloy columns. The feasibility of finite element method has been verified through the comparison between the simulation results and the test finding. Finally, based on the experimental data and numerical calculation results, a useful column curve formulation to calculate the coefficient of stability of 6082-T6 aluminium alloy columns loaded by axial compressive load is derived. Comparison between column curves from proposed formulation and different code and test results has been presented, from which the validation of the proposed formulation has been verified.
机译:本文报告了轴向压缩负荷下的6082-T6型高强度铝合金标本的实验研究,包括I型柱,矩形中空部分。采用通用非线性有限元分析软件ABAQUS模拟铝合金柱的机械性能和整体屈曲。通过仿真结果与测试发现之间的比较验证了有限元方法的可行性。最后,基于实验数据和数值计算结果,推导出一种有用的柱曲线配方,以计算由轴向压缩载荷负载的6082-T6铝合金柱的稳定性系数。已经提出了来自所提出的配方和不同代码和测试结果的列曲线之间的比较,从中已经验证了所提出的制剂的验证。

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