Analysis of Failure-Mode Dependent Joint Strength in Hole Clinching from the Aspects of Geometrical Interlocking Parameters

联锁 接头(建筑物) 失效模式及影响分析 结构工程 材料科学 模式(计算机接口) 有限元法 复合材料 张力(地质) 极限抗拉强度 工程类 计算机科学 操作系统
作者
Chan Joo Lee,Guo Qiang Shen,Byung‐Min Kim,Francesco Lambiase,Dae-Cheol Ko
出处
期刊:Metals [Multidisciplinary Digital Publishing Institute]
卷期号:8 (12): 1020-1020 被引量:19
标识
DOI:10.3390/met8121020
摘要

The hole-clinching process is one of the mechanical methods for joining dissimilar materials, such as aluminum alloy with advanced high-strength steel, hot-pressed steel, and carbon fiber reinforced plastics, employing forming technology-based methods. In joint design, the analysis of the failure-mode dependent joint strength is a crucial step in achieving structural performance for practical applications. In this study, the influence of the geometrical interlocking parameters on the failure-mode dependent joint strength was investigated in order to design the geometrical interlocking shape of the hole-clinched joint to achieve a target joint strength. Moreover, the failure process of the hole-clinched joint under pullout loading condition was studied to determine the geometrical interlocking parameters that affect joint strength. Based on the results of the finite element analysis, an analytical approach for the failure-mode dependent joint strength was proposed to predict the strength of the hole-clinched joint. In addition, the proposed analytical approach was applied to the hole-clinching process with dissimilar materials. Its effectiveness was then verified using the cross-tension test. Accordingly, it was found that it was possible to predict the failure modes and joint strength with a maximum error of 7.8%.
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