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The strength of traditional and self-pierced riveted joints

机译:传统和自我刺穿的铆接关节的力量

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The objective of this study is to compare the strength of riveted joints fabricated by traditional riveting (with pre-drilled holes) and self-piercing riveting (SPR) for different types of joints. Riveted joints were produced using steel and aluminum alloy rivets and two types of sheet material: 235JR steel sheet and EN AW 6060 aluminum alloy sheet with the following dimensions: length l = 100 ± 1 mm, width b = 50 ± 1 mm and thickness g = 2 mm. For all tested types of riveted joints (pre-drilled and SPR), 5 sets of joints were fabricated, each set containing 6 samples. The sets of joints differed with respect to the number of rivets (1, 2, 3, 4 and 6 rivets), joint type (single-, three- and four-riveted joints) and lap length. For all tested joints, the highest load capacity was obtained for self-pierced riveted joints, while the lowest - for pre-drilled joints with aluminum alloy rivets. In addition, it was found that the shear strength of self-pierced riveted joints is higher than that of aluminum and steel blind rivets.
机译:本研究的目的是比较传统铆接(带预钻孔)制造的铆接关节的强度,以及用于不同类型的关节的自刺穿铆钉(SPR)。采用钢和铝合金铆钉和两种类型的片材产品生产铆接的关节:235JR钢板和钢板6060铝合金板,具有以下尺寸:长度L = 100±1 mm,宽度B = 50±1 mm和厚度G = 2毫米。对于所有测试类型的铆接接头(预钻孔和SPR),制造了5组关节,每组含有6个样品。相对于铆钉(1,2,3,4和6铆钉),关节型(单,三铆接的关节)和圈长度不同。对于所有测试的接头,用于自刺铆接接头获得最高负载能力,而最低 - 用于带铝合金铆钉的预钻孔。此外,发现自刺铆接接头的剪切强度高于铝和钢盲铆钉。

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