异形截面轴心受压铝合金构件屈曲性能试验研究

Experimental Investigation on Buckling Behaviors of Irregularly Shaped Aluminum Alloy Structural Components Under Axial Compression Load

采用试验与数值模拟相结合的方法,研究了异形截面铝合金受压杆件的屈曲破坏模态和屈曲承载力问题,并将试验结果、数值模拟结果以及《铝合金结构设计规范》中相关公式的计算结果进行了对比。结果表明,数值模拟结果与试验结构吻合较好,证明了有限元模型的正确性,并可采用该模型进行异形截面铝合金构件屈曲性能参数分析;规范所研究异形截面铝合金构件没有区分屈曲破坏类型的影响,屈曲承载力的计算结果偏小。

The experimental and numerical investigations on buckling behaviors of aluminum alloy components with different irregularly shaped sections were carried out. The buckling load carrying capacity obtained through experiments, numerical simulations, and equations described in the design code were compared. Results obtained through experiments and numerical simulations in good agreement, which shows the validation of the numerical model. And the validated FEM model will be used for parametric analysis of buckling behavior of irregularly shaped aluminum alloy structural component. Equations in the design code do not include effects of the buckling type and need to be improved further.