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The behaviour of single lap joints under bending loading

机译:弯曲载荷下单搭接接头的行为

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摘要

Four-point bend tests were performed on single lap joints with hard steel adherends and a structural epoxy adhesive. The effect of the overlap, the adherend thickness and the adhesive thickness was studied. It was found that the length of the overlap has no significant effect on the strength of the joints. This is because the load transfer is occurring in a very localised area around the edges of the overlap, being the failure governed by peel mechanisms. The thickness of the adherends strongly affects the strength of the joints. The thicker the adherend, the stronger is the joint. The experimental results are compared with a finite element model and reinforce the fact that the failure takes place due to local strains at the ends of the overlap in tension. An analytical model is also given to predict in a simple but effective way the joint strength and its dependence on the adherend thickness.
机译:使用硬钢被粘物和结构环氧胶对单搭接接头进行了四点弯曲测试。研究了重叠,粘附体厚度和粘合剂厚度的影响。发现重叠的长度对接头的强度没有显着影响。这是因为载荷传递发生在重叠边缘周围非常局部的区域中,这是由剥离机制控制的故障。被粘物的厚度强烈影响接缝的强度。被粘物越厚,接头越牢固。将实验结果与有限元模型进行了比较,并强调了这样一个事实,即由于张力重叠部分的末端处的局部应变而导致失效。还给出了一个分析模型,以简单但有效的方式预测接缝强度及其对被粘物厚度的依赖性。

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