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Failure Mode Analysis of Aluminium Alloy 2024-T3 in Double-Lap Bolted Joints with Single and Double Fasteners; A Numerical and Experimental Study

机译:带有单紧固件和双紧固件的双搭扣螺栓连接铝合金2024-T3的失效模式分析;数值和实验研究

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摘要

This paper aims to study the mechanical behaviour and failure mode of Al 2024-T3 in double-lap bolted joints. To accomplish this, the effect of geometric parameters was investigated in both configurations of single and double fasteners. Using ABAQUS/Standard, a three-dimensional finite element model was developed and verified against the experimental results of the joints loaded in tension. In general, double bolt joints were found to have greater load carrying capacities than single bolt joints (by 40%–49%). In single bolt joints, the plate width had insignificant effect on the behaviour of the joint under tensile loading; whereas, increasing the distance of the hole from the edge, considerably enhanced the strength of the joint. In double bolt joints, changing the edge distance had almost no effect on the behaviour of the joint. However, increasing the plate width from 25.4 to 30 mm increased the load carrying capacity by 28%. This study showed that in single bolt connections, with increasing the edge distance, the failure mode can favourably shift from shear-out to bearing. Also, double bolt joints with wider plates (increased width) can beneficially shift the failure mode from net-tension to bearing. The geometric parameters were found to play an important role in controlling the failure mode so that catastrophic failure modes of net-tension and shear-out can be prevented in bolted joint.
机译:本文旨在研究Al 2024-T3在双搭接螺栓连接中的力学行为和失效模式。为此,在单紧固件和双紧固件的配置中研究了几何参数的影响。使用ABAQUS / Standard,开发了三维有限元模型,并针对承受拉伸的关节的实验结果进行了验证。通常,发现双螺栓接头比单螺栓接头具有更大的承载能力(增加40%–49%)。在单螺栓连接中,板的宽度对拉力作用下的连接行为没有影响。反之,增加孔距边缘的距离,则大大提高了接头的强度。在双螺栓连接中,改变边缘距离几乎不会影响连接的行为。但是,将板的宽度从25.4增大到30 mm,则承载能力提高了28%。这项研究表明,在单螺栓连接中,随着边缘距离的增加,失效模式可以从剪切状态顺利过渡到轴承状态。同样,具有较宽板块(宽度增加)的双螺栓连接可以将失效模式从净拉力转移到轴承。发现几何参数在控制破坏模式中起着重要作用,从而可以防止螺栓连接的灾难性的净拉力和剪切破坏模式。

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