Dissimilar Friction Stir Lap Welding of Aluminium to Steel: Influence of Alloy Type and Sheet Thickness on Strain Distribution and Failure Location

IF 3.3 Q2 ENGINEERING, MANUFACTURING
H. Svoboda, Leonardo Tufaro, C. Leitão, D. Rodrigues
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引用次数: 0

Abstract

Dissimilar joining through solid-state welding is an important engineering tool to address the transportation industry’s sustainable goals. The dissimilar friction stir lap welding (FSLW) of two different aluminium alloys (AA5182 and AA5052 with two different thicknesses) to steels AISI1010 and DP1000 was performed in this work, in order to analyse the effect of the mismatch in base material properties and plate thickness on the joint strength and fracture location. The mechanical behaviour and the strength of the welds were assessed using transverse tensile–shear testing and hardness measurements. Strain data acquisition through Digital Image Correlation (DIC) was used. The differences in fracture location registered for the different joints are explained based on the alloy’s plastic properties and on the mismatch in thickness between the plates. Local stress–strain curves were plotted, using the strain data acquired through DIC, to highlight the mechanisms resulting in the differences in tensile behaviour among the joints. It is concluded that despite the differences in failure location and tensile behaviour, the strength of the joints was very similar, irrespective of the base material combinations.
铝与钢的异种摩擦搅拌搭接焊:合金类型和板材厚度对应变分布和失效位置的影响
通过固态焊接进行异种连接是解决交通运输行业可持续发展目标的重要工程工具。采用两种不同厚度的AA5182和AA5052铝合金与AISI1010和DP1000钢进行了不同搅拌摩擦搭接(FSLW),分析了基材性能和板厚不匹配对接头强度和断口位置的影响。采用横向拉伸-剪切试验和硬度测量对焊缝的力学性能和强度进行了评估。应变数据采集采用数字图像相关(DIC)技术。根据合金的塑性性能和板间厚度的不匹配,解释了不同接头的断裂位置的差异。利用DIC获得的应变数据绘制了局部应力-应变曲线,以突出导致接头之间拉伸行为差异的机制。结论是,尽管在破坏位置和拉伸行为上存在差异,但无论基材组合如何,接头的强度都非常相似。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Manufacturing and Materials Processing
Journal of Manufacturing and Materials Processing Engineering-Industrial and Manufacturing Engineering
CiteScore
5.10
自引率
6.20%
发文量
129
审稿时长
11 weeks
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