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首页> 外文期刊>The International Journal of Advanced Manufacturing Technology >Experimental evaluation on mechanical properties of a riveted structure with electromagnetic riveting
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Experimental evaluation on mechanical properties of a riveted structure with electromagnetic riveting

机译:电磁铆接铆接结构力学性能的实验评估

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摘要

Evaluation on mechanical properties of a riveted structure with electromagnetic riveting was performed experimentally in this work. The effect of rivet tail dimension on mechanical properties and microstructure evolution were investigated by controlling deformation. The possibility of substituting a riveted structure for a bolted structure was explored by the contrast analysis. Results showed that dislocation slip in the adiabatic shear band was a main deformation mechanism of rivet tail. The rivet tail dimension mainly determined pull-out strength and failure mode of the riveted structure, and the optimal height of rivet tail was 5 similar to 6 mm for this riveted structure. The maximum bearing loads of shear tests and pull-out tests were 23.3 and 35.0 kN, respectively. Both shear strength and pull-out strength of riveted structures exceeded that of bolted structures, where the bolt has similar tensile-loading capacity as the rivet shaft. In contrast to the bolted structure, the load-to-weight ratio values of the riveted structure for shear test and pull-out test were improved by 22.64 and 66.10 %, respectively.
机译:在这项工作中,通过电磁方式对铆接结构的机械性能进行了评估。通过控制变形,研究了铆钉尾部尺寸对机械性能和微观组织演变的影响。通过对比分析探索了用铆接结构代替螺栓结构的可能性。结果表明,绝热剪切带中的位错滑移是铆钉尾部的主要变形机制。铆钉尾部的尺寸主要决定了铆接结构的抗拉强度和破坏模式,铆钉尾部的最佳高度为5,类似于6 mm。剪切试验和拉拔试验的最大轴承载荷分别为23.3 kN和35.0 kN。铆接结构的抗剪强度和抗拉强度均超过螺栓结构,其中螺栓具有与铆钉轴类似的拉伸载荷能力。与螺栓结构相比,铆接结构在剪切试验和拉拔试验中的载荷重量比值分别提高了22.64%和66.10%。

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