铝/钢中厚板双道搅拌摩擦搭接焊接头微观组织及力学性能

Microstructure and mechanical properties of double-pass friction stir lap welding for Al/steel medium thickness plate

  • 摘要:
    目的 旨在探究双道搅拌摩擦焊(Friction stir welding, FSW)对搭接接头微观组织及力学性能的影响。
    方法 采用双道搅拌摩擦焊,在焊具下压量不变条件下,采用不同焊具转速和焊接速度对厚度为6 mm的5083铝合金和FH36钢进行搭接试验,通过微观组织表征及力学性能测试,探讨双道焊工艺对接头成形的影响,阐明焊接工艺参数对接头中金属间化合物 (Intermetallic compounds, IMCs)分布情况及接头强度的影响规律。
    结果 研究结果表明,与单道FSW相比,双道FSW减小或消除了接头中的隧道缺陷;铝/钢界面存在明显的IMCs层;随着焊具转速的增加,IMCs层厚度增加,最大拉剪载荷呈先增加后减小的趋势;随着焊接速度的增加,IMCs层厚度减小,分布愈不均匀,最大拉剪载荷逐渐减小。
    结论 采用双道搅拌摩擦焊方法,接头拉剪性能相比于单道搅拌摩擦焊有所提高,当转速为800 r/min、焊接速度为30 mm/min时,接头拉剪载荷达到最大值8.7 kN,与同参数下单道FSW相比提高了93%。

     

    Abstract: Objective Effect of double-pass friction stir welding (FSW) on microstructure and mechanical properties of lap joint were studied. Methods Dissimilar materials lap joints between 5083 aluminum alloy and FH36 steel with thickness of 6 mm were obtained by double-pass friction stir welding under the same plunging depth of welding tool with different rotating speed and traversing speed. Influence of the double-pass welding process on the forming of welded joints was discussed through microstructure characterization and mechanical properties tests. Effect of welding parameters on the distribution of intermetallic compounds (IMCs) in welded joints and strength of welded joints were described. Results The results showed that compared with single-pass FSW, double-pass FSW method could reduce or eliminate tunnel defects in welded joints. There was an obvious IMCs layer at the Al/steel interface. With the increase of rotating speed, thickness of IMCs layer increased, and the maximum tensile shear load increased first and then decreased. With the increase of traversing speed, thickness of IMCs layer decreased, whose distribution became more uneven, and the maximum tensile shear load decreased gradually. Conclusion Compared with single-pass friction stir welding, tensile shear properties of welded joints were improved by double-pass friction stir welding. When rotating speed was 800 r/min and traversing speed was 30 mm/min, the tensile shear load of welded joints reached the maximum value of 8.7 kN, which was 93% higher than that of single-pass FSW with the same welding parameters.

     

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