7系铝合金板/304不锈钢螺柱摩擦螺柱焊组织与性能

Microstructure and properties of friction stud welded joints between 7 series aluminum plates and 304 stainless steel studs

  • 摘要:
    目的 为解决铝合金车身与钢制螺柱焊接接头强度不高的问题,研究设计了具有内、外双螺纹结构的不锈钢螺柱扎入铝基板的焊接形式,提出了轴肩约束式摩擦螺柱焊接方法。
    方法 该文以7系铝合金板材与304不锈钢为研究对象,在转速1 200 r/min、进给量7.5 mm、顶锻力40 kN的参数下制备了螺柱焊接头。
    结果 研究表明,获得的接头表面成形良好,界面结合紧密。在辅助轴肩的约束下,常规摩擦焊接形成的羊角状放射飞边被转化为与不锈钢螺柱界面结合紧密的填充材料,且挤出的多余铝合金材料形成了对性能有益的表面密封增厚环。不锈钢螺柱的内外双螺纹结构大大增强了塑化铝合金的流动能力,在不锈钢螺柱空腔及外周铝合金组织全为细小的等轴晶粒。在铝/钢界面处未发现明显缺陷,且在过渡界面存在一定厚度的金属间化合物,实现了机械−冶金的复合连接。接头拉伸承载载荷达到55 kN,较已报道的相同规格尺寸螺柱的拉伸载荷提高了72%。
    结论 该研究为厚高强轻合金板与钢螺柱的高质量连接提供了一种新的解决思路。

     

    Abstract: Objective To address the issue of low strength in welded joints between aluminum alloy bodies and steel studs, a welding configuration featuring a stainless steel stud with internal and external double-threaded structures penetrating into an aluminum substrate was designed, and a shoulder-constrained stud friction welding method was proposed. Methods This study focuses on 7 series aluminum alloy plates and 304 stainless steel, fabricating stud welded joints under parameters of 1 200 r/min rotation speed, 7.5 mm feed rate, and 40 kN forging force. Results The results demonstrate that the obtained joints exhibit excellent surface formation and a tightly bonded interface. Under the constraint of auxiliary shoulder, the ram’s horn-shaped radial flash typically formed in conventional friction welding is transformed into filler material tightly bonded to stainless steel stud interface, while the extruded excess aluminum material forms a surface-sealing thickened ring beneficial to performance. The internal and external double-threaded structure of stainless steel stud significantly enhances flow capacity of the plasticized aluminum, resulting in fine equiaxed grains throughout aluminum structure within stainless steel stud cavity and its periphery. No significant defects were observed at the aluminum/steel interface, and a certain thickness of intermetallic compounds was present at the transition interface, achieving a mechanical-metallurgical hybrid joining. Tensile load-bearing capacity of welded joints reached 55 kN, representing a 72% improvement compared to previously reported tensile loads for studs of the same specifications. Conclusion This study provides a novel solution for high-quality joining between thick high-strength lightweight alloy plates and steel studs.

     

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