Three-Dimensional Analyses of Single Rivet-Row Lap Joints — Part I: Elastic Response

K. Iyer, C. Rubin, G. Hahn
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引用次数: 4

Abstract

Three-dimensional finite element analyses (FEA) of an elastic, single rivet-row, aluminum alloy lap joint are presented. The effects of rivet geometry (countersinking), rivet material and interfacial friction coefficient are examined. Interference and lateral clamping are not treated. Panels loaded in tension with vacant, tapered holes are also examined. Load transfer through the joint, the joint compliance, rivet-tilt, the local slips at rivet-panel and panel-panel interfaces, contact pressures and local stresses are evaluated. Relations between these features and the contact and bending driven stress concentration are clarified. The work shows that the stress concentration factor, rivet-panel slips, peak stresses, contact pressures and rivet deformation are all related, and increase with the severity of the countersink. Panel bending, rivet tilt and countersinking introduce large, out-of-plane stress gradients and shift the peak stresses to the interior surface of the countersunk panel. The results demonstrate the importance of out-of-plane distortions in accounting for the behavior of the riveted lap joints. Three opportunities are identified for improving lap joint performance without increasing the weight.
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单铆钉排搭接的三维分析。第1部分:弹性响应
介绍了一种弹性铝合金单排铆钉搭接的三维有限元分析方法。考察了铆钉几何形状(沉头)、铆钉材料和界面摩擦系数的影响。干涉和侧夹不处理。面板加载的张力与空,锥形孔也进行了检查。评估了通过接头的载荷传递、接头顺应性、铆钉倾斜、铆钉面板和面板面板界面的局部滑移、接触压力和局部应力。阐明了这些特征与接触和弯曲驱动应力集中之间的关系。研究结果表明,应力集中系数、铆钉板滑移、峰值应力、接触压力和铆钉变形均存在相关性,且随沉头严重程度的增加而增大。面板弯曲、铆钉倾斜和沉头会引入较大的面外应力梯度,并将峰值应力移至沉头板的内表面。结果表明,面外变形在计算铆接搭接接头行为中的重要性。确定了在不增加重量的情况下改善搭接性能的三种方法。
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