首页> 外文会议>ASME international manufacturing science and engineering conference >EVALUATING THE PERFORMANCE OF CURRENT SELF-PIERCE RIVET TECHNOLOGY FOR THE JOINING OF HIGH STRENGTH STEEL AND ALUMINUM ALLOYS
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EVALUATING THE PERFORMANCE OF CURRENT SELF-PIERCE RIVET TECHNOLOGY FOR THE JOINING OF HIGH STRENGTH STEEL AND ALUMINUM ALLOYS

机译:评估当前自冲铆接技术在高强度钢和铝合金连接中的性能

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The performance of a current self-pierce rivet (SPR) alloy, 10B37 boron steel, at commercial processing conditions has been evaluated in two case studies; the joining of USIBOR 1500 high strength steel to heat-treated 6000 series aluminum and the utilization of standard rivet and die combinations to join multiple different sheet metal stack ups. The mechanical properties of the rivet and related wire (raw material) were also assessed over the commercial automotive hardness range to draw correlations between rivet performance and material properties. Analysis of the rivet failures from attempts to join USIBOR 1500 to 6000 series aluminum indicated rivets with hardness values below 550 HV exhibited buckling of the rivet legs and rivets with hardness values above 550 HV developed fractures at the tail of the rivet. The fractures were consistent with those observed when attempting to join an alternate sheet metal stack up with a standard rivet and die combination. These fractures most likely form as a result of a hoop stress that develops at the rivet tail during flaring into the bottom substrate. It is inferred that embrittlement at prior austenite grain boundaries contributes to the formation of these fractures in rivets with hardness values in excess of 550 HV, causing limited performance in tension and the development of fractures along the circumference of the rivet after insertion. In order to provide satisfactory joining of these two different joining scenarios, an alternate alloy must be employed for use as a self-pierce rivet which has higher ductility than the current alloy at the strength levels required to prevent buckling of the rivet legs.
机译:在两个案例研究中,对当前的自穿孔铆钉(SPR)合金10B37硼钢在商业加工条件下的性能进行了评估。将USIBOR 1500高强度钢连接到热处理的6000系列铝上,并利用标准的铆钉和模具组合来连接多个不同的钣金叠层。在商用汽车硬度范围内,还评估了铆钉和相关金属丝(原材料)的机械性能,以得出铆钉性能与材料性能之间的相关性。对将USIBOR 1500连接到6000系列铝的尝试进行的铆钉破坏分析表明,硬度值低于550 HV的铆钉表现出铆钉腿屈曲,而硬度值高于550 HV的铆钉在铆钉尾部产生了断裂。断裂与尝试使用标准铆钉和模具组合将备用钣金堆叠接合时观察到的断裂一致。这些裂缝最有可能是由于在向底部基体张开的过程中在铆钉尾部产生的环向应力而形成的。可以推断,在先前的奥氏体晶界处的脆化有助于在硬度值超过550 HV的铆钉中形成这些断裂,从而导致有限的拉伸性能,并在插入后沿铆钉的圆周产生裂纹。为了在这两种不同的接合情况下提供令人满意的接合,必须使用一种替代合金作为自冲铆钉,在防止铆钉腿屈曲所需的强度水平下,该合金具有比当前合金更高的延展性。

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