结构参数对螺纹空心铆钉铆接拉伸断裂载荷的影响研究

    Study on Influence of Process Parameters on Tensile Fracture Load of Threaded Hollow Rivet Riveting Structure

    • 摘要: 针对结构参数对螺纹空心铆钉铆接断裂载荷影响规律尚未明晰的不足,采用数值模拟与试验相结合的方法,通过建立螺纹空心铆钉铆接及拉伸的数值模型,揭示了夹层厚度和倒角尺寸对铆接接头形貌的影响机理,阐明了夹层厚度、倒角尺寸和拉伸速率对铆接结构断裂载荷的影响规律。结果表明,夹层厚度为7.2 mm、倒角尺寸为0.2 mm和拉伸速率为3 mm/min时,铆接结构的断裂载荷最大,为1482 N。夹层厚度变化引起接头形貌曲率半径改变,导致接触间隙的形成。倒角尺寸变化与材料流动特性的不匹配导致了倒角间隙的产生。抑制接触间隙和倒角间隙是提高铆接结构断裂载荷的关键因素。此外,高拉伸速率条件下的材料高应变梯度是铆接结构断裂载荷降低的主要原因。

       

      Abstract: The influence of process parameters on the fracture load of threaded hollow rivet joints remains insufficiently understood. To address this problem, this study employed a combined numerical and experimental approach. Numerical model of riveting and tensile processes of threaded hollow rivet was established, the mechanism of the sandwich thickness and the chamfer size on the morphology of the riveted joint was revealed, and the influence of sandwich thickness, chamfer size, and tensile rate on the fracture load of the riveted structure was clarified. The results indicate that the maximum fracture load of 1482 N is achieved under optimal parameters of sandwich thickness of 7.2 mm, chamfer size of 0.2 mm, and tensile speed of 3 mm/min. Variations in sandwich thickness alter the curvature radius of the joint interface, leading to contact gap formation. Meanwhile, mismatches between chamfer dimensions and material flow behavior induce chamfer gaps. The suppression of both contact gap and chamfer gap is identified as a critical factor in enhancing joint strength. Furthermore, high tensile speed promotes pronounced strain gradient, which is identified as the primary cause of reduced fracture load.

       

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