复合材料科学与工程 ›› 2026, Vol. 0 ›› Issue (7): 108-116.DOI: 10.19936/j.cnki.2096-8000.20260728.013

• 设计与工艺 • 上一篇    下一篇

抽芯铆钉多钉连接复合材料搭接板的失效特征研究

张恒1, 董炜璘1, 熊若钦1, 王润泽1, 杨晨1, 耿小亮1, 李林松2, 杨晋2, 刘军1*   

  1. 1.西北工业大学 力学与交通运载工程学院,西安 710129;
    2.国营四达机械制造公司,咸阳 712000
  • 收稿日期:2025-05-28 出版日期:2026-07-28 发布日期:2026-08-06
  • 通讯作者: 刘军(1974—),男,博士,副教授,研究方向为结构抗疲劳设计、耐久性和损伤容限分析,liuwang666@126.com。
  • 作者简介:张恒(2000—),男,硕士研究生,研究方向为复合材料结构设计与分析。

Study on failure characteristics of multi-rivet joints in composite lap plates using blind rivets

ZHANG Heng1, DONG Weilin1, XIONG Ruoqin1, WANG Runze1, YANG Chen1, GENG Xiaoliang1, LI Linsong2, YANG Jin2, LIU Jun1*   

  1. 1. School of Mechanics and Transportation Engineering, Northwestern Polytechnical University, Xi’an 710129, China;
    2. State-owned Fourth Machinery Manufacturing Company, Xianyang 712000, China
  • Received:2025-05-28 Online:2026-07-28 Published:2026-08-06

摘要: 本文通过单剪多钉连接拉伸试验与仿真分析,研究了沉头抽芯铆钉多钉连接的复合材料搭接板的承载能力,重点探讨搭接高度和铆钉排列形式的影响。试验结果表明,破坏形式主要为铆钉钉体断裂及层合板局部损伤,铆钉断裂由层合板剪切作用导致,层合板损伤源于铆钉孔边挤压。研究发现,搭接高度与承载能力无明显正相关性,不同排列方式因铆钉数量不同而承载能力各异,平行排列承载能力较交错排列高。此外,使用强度更高的T700碳纤维复合材料搭接板,并未提升多钉连接结构的承载能力,反而因应力集中和载荷分配不均,较T300碳纤维复合材料搭接板承载能力降低。

关键词: 抽芯铆钉, 多钉连接, 复合材料, 承载特性, 单剪拉伸试验, 有限元分析

Abstract: This study investigated the load-bearing capacity of composite laminated lap joints with multi-rivet countersunk pull-through connections through single-shear multi-rivet tensile testing and simulation analysis, focusing on the effects of overlap height and rivet arrangement patterns. The experimental results showed that the primary failure modes were rivet shank fracture and localized damage in the laminate. The rivet fracture was caused by the shear action of the laminate, while the laminate damage originated from bearing stress around the rivet holes. The study found no significant positive correlation between overlap height and load-bearing capacity. Different arrangement patterns exhibited varying load-bearing capacities due to differences in rivet quantity, with parallel arrangements demonstrating higher capacity than staggered ones. Additionally, using T700 carbon fiber composite lap joints, despite their higher tensile strength, did not improve the load-bearing capacity of the multi-rivet connection structure. Instead, due to stress concentration and uneven load distribution, the T700 joints exhibited reduced capacity compared to T300 carbon fiber composite lap joints.

Key words: core pulling rivet, multi-rivet connection, composite material, bearing characteristics, simple shear tensile test, finite element analysis

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