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Finite-element analysis and design of aluminium alloy CHSs with circular through-holes in bending

机译:弯曲圆形通孔铝合金CHS的有限元分析与设计

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Finite-element analysis (FEA) was performed in this study on the flexural behaviour of aluminium alloy circular hollow sections (CHSs) with circular through-holes subjected to gradient and constant bending moments. The non-linear finite-element models (FEMs) were established and verified by the corresponding experimental results. The material and geometrical non-linearities, as well as the initial geometrical imperfections, were taken into account in the FEMs. The validated FEMs were employed in an extensive parametric study on a total of 408 specimens, which have the cross-section slenderness ratio (D/t) and hole size ratio (d/D) ranged from 5 to 150 and from 0.2 to 0.8, respectively. The influences of the cross-section slenderness ratio and hole size ratio of the CHSs, as well as the quantity and location of the circular through-holes on the flexural strengths of aluminium alloy CHSs with circular through-holes, were carefully evaluated. The test and FEA flexural strengths are compared with the design flexural strengths determined by the modified direct strength method (DSM) and the modified continuous strength method (CSM) developed for aluminium alloy flexural members. The comparison indicates that the current design guidelines are conservative for aluminium alloy CHSs with circular through-holes in bending. Therefore, the design equations are proposed on the basis of the modified CSM for the flexural strengths of aluminium alloy CHSs with circular through-holes. A reliability analysis was carried out to evaluate the modified DSM, the modified CSM and the proposed design equations. It is demonstrated that the proposed design equations are of high precision and reliability for aluminium alloy CHSs with circular through-holes in bending.
机译:本研究对带有圆形通孔的铝合金圆形空心截面(CHSs)在梯度和恒定弯矩作用下的挠曲行为进行了有限元分析(FEA)。建立了非线性有限元模型,并通过相应的实验结果进行了验证。在有限元分析中考虑了材料和几何非线性以及初始几何缺陷。经过验证的有限元方法用于408个标本的广泛参数研究,其横截面细长比(D / t)和孔尺寸比(d / D)介于5至150、0.2至0.8,分别。仔细评估了CHS的横截面细长比和孔尺寸比,以及圆形通孔的数量和位置对带有圆形通孔的铝合金CHS的抗弯强度的影响。将测试和FEA弯曲强度与通过针对铝合金弯曲构件开发的改进的直接强度方法(DSM)和改进的连续强度方法(CSM)确定的设计弯曲强度进行比较。比较表明,对于弯曲带有圆形通孔的铝合金CHS,当前的设计准则是保守的。因此,在改进的CSM的基础上,提出了具有圆形通孔的铝合金CHSs的抗弯强度的设计方程。进行了可靠性分析,以评估改进的DSM,改进的CSM和提出的设计方程。结果表明,所提出的设计方程对弯曲的圆形通孔铝合金CHS具有很高的精度和可靠性。

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