夹铆连接过程中的钢板变形

Metals Pub Date : 2024-03-21 DOI:10.3390/met14030367
W. Witkowski, Jacek Mucha, Łukasz Boda
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引用次数: 0

摘要

本文介绍了夹铆工艺后连接钢板的变形情况。所用钢板为带镀锌层的 DX51D 钢板。采用夹铆技术连接的样品厚度分别为 1 ± 0.05 毫米和 1.5 ± 0.1 毫米。在铆接前后测量了钢板的变形。铆钉被压在板材上,铆钉轴线与三个板材边缘之间的尺寸相同:20、30 和 40 毫米。对于模具的固定部分,从靠近铆钉的一侧开始,板材的变形量要大于带有活动部分的区域。模具滑动部件的移动导致更多板材在模具固定部分和活动部分之间的空间流动。因此,这些地方的板材变形小于模具固定部件的变形--板材受到的压缩较小。在板材厚度为 1.5 毫米、宽度为 20 毫米时,可以观察到板材的体积。板材宽度为 20 毫米时,铆钉区域的上下板材变形大于板材宽度为 30 或 40 毫米时的变形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Steel Sheet Deformation in Clinch-Riveting Joining Process
This paper presents the deformation of a joined sheet after the clinch riveting process. The DX51D steel sheet with zinc coating was used. The samples to be joined with clinch riveting technology had a thickness of 1 ± 0.05 mm and 1.5 ± 0.1 mm. The sheet deformation was measured before and after the joining process. The rivet was pressed in the sheets with the same dimension between the rivet axis and three sheet edges: 20, 30, and 40 mm. For fixed segments of the die, from the rivet side close to the rivet, the sheet deformation was greater than that of the area with movable segments. The movement of the die’s sliding element caused more sheet material to flow in the space between the fixed part of the die and movable segments. Hence, the sheet deformation in these places was smaller than for the die’s fixed element—the sheet material was less compressed. For sheet thickness values of 1.5 mm and a width value of 20 mm, the bulk of the sheet was observed. For a sheet width of 20 mm, it was observed that the deformation of the upper and lower sheets in the area of the rivet was greater than for sheet width values of 30 or 40 mm.
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