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复合材料螺栓连接的增强设计与分析研究进展

山美娟,  赵丽滨

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文章导航 > 复合材料学报  > 2023 >  40(7): 3769-3782
山美娟, 赵丽滨. 复合材料螺栓连接的增强设计与分析研究进展[J]. 复合材料学报, 2023, 40(7): 3769-3782 doi: 10.13801/j.cnki.fhclxb.20221123.002
引用本文: 山美娟, 赵丽滨. 复合材料螺栓连接的增强设计与分析研究进展[J]. 复合材料学报, 2023, 40(7): 3769-3782 doi: 10.13801/j.cnki.fhclxb.20221123.002
shu
SHAN Meijuan, ZHAO Libin. Research progress in reinforcement design and analysis of composite bolted joints[J]. Acta Materiae Compositae Sinica, 2023, 40(7): 3769-3782. doi: 10.13801/j.cnki.fhclxb.20221123.002
Citation: SHAN Meijuan, ZHAO Libin. Research progress in reinforcement design and analysis of composite bolted joints[J]. Acta Materiae Compositae Sinica, 2023, 40(7): 3769-3782. doi: 10.13801/j.cnki.fhclxb.20221123.002
shu

复合材料螺栓连接的增强设计与分析研究进展

doi: 10.13801/j.cnki.fhclxb.20221123.002
  • 1.

    北京交通大学　物理科学与工程学院，力学系，北京 100044

  • 2.

    河北工业大学　机械工程学院，天津 300401

基金项目: 国家自然科学基金(12072005)；河北省全职引进高端人才科研项目(2021HBQZYCSB009)
详细信息
    通讯作者:

    山美娟，博士，讲师，硕士生导师，研究方向为复合材料连接结构的失效机理及强度分析方法　E-mail: mjshan@bjtu.edu.cn

  • 中图分类号: V214.8

Research progress in reinforcement design and analysis of composite bolted joints

  • 1.

    Department of Mechanics, School of Physical Science and Engineering, Beijing Jiaotong University, Beijing 100044, China

  • 2.

    School of Mechanical Engineering, Hebei University of Technology, Tianjin 300401, China

Funds: National Natural Science Foundation of China (12072005); Project of High-Level Talents Introduction of Hebei Province (2021HBQZYCSB009)

    摘要
  • 摘要:   目的  对现有的复合材料螺栓连接增强设计方法进行归类及详细总结，并对增强效果的评估方法进行分析，提出存在的问题以及未来的发展方向。:  结论  现有复合材料螺栓连接的增强设计可不同程度地提高螺栓连接的破坏强度，但部分增强设计改变了螺栓连接的失效模式，即将失效模式由挤压失效变为工程应用中希望避免的拉伸或剪切失效。大部分增强设计会导致螺栓连接的设计构型改变、重量增加。在评价增强设计对螺栓连接强度的提升效果时，应以比强度为指标。通过添加纳米材料进行局部增强设计可避免增强设计对螺栓连接的设计构型的改变。现有增强设计仅考虑了对螺栓连接静强度的提升，而对螺栓连接疲劳强度的影响也值得重点关注。

     

    Abstract: Bolted joint is the weak link of composite structures, and determines the load-carrying capacity of the entire structures. The reinforcement design of composite bolted joints can significantly improve the application efficiency of composites. For this reason, researchers at home and abroad have developed design methods for the overall or local improvement of composite bolted joints, and evaluated the strengthening effects of these methods by using experimental and numerical simulation methods. Some of the reinforcement design methods have been applied in the design of advanced aerospace vehicles abroad. In this paper, the existing reinforcement design methods of composite bolted joints are classified and summarized in detail, and the evaluation methods for the strengthening effect are analyzed. Finally, the existing problems are summarized, and the future development direction is proposed.

     

    • HTML全文

  • 图  1  碳纤维增强聚合物 (CFRP)复合材料和金属螺栓连接的效率 [6]

    Figure  1.  Efficiency of carbon fiber reinforced polymer (CFRP) composite and metal bolted joints (BJ) [6]

    下载: 全尺寸图片 幻灯片

    图  2  复合材料螺栓连接示意图

    Figure  2.  Schematic diagram of composite bolted joints

    w—Width of the laminate; L—Length of the laminate; e—End distance of the lamiante; Sw—Edge distance of the laminate

    下载: 全尺寸图片 幻灯片

    图  3  复合材料螺栓连接的主要失效模式

    Figure  3.  Main failure modes of composite bolted joints

    P—External load

    下载: 全尺寸图片 幻灯片

    图  4  挤压失效机制的示意图[8]：(a) 挤压损伤；(b) 有横向约束的损伤(垫圈区域内)；(c) 无横向约束的损伤(垫圈区域外)

    Figure  4.  Schematic diagram of the bearing failure mechanism[8]: (a) Crushing damage; (b) Damage within lateral constraint (Inside-washer region); (c) Damage without lateral constraint (Outside-washer region)

    下载: 全尺寸图片 幻灯片

    图  5  通过预埋金属套筒或嵌装螺母增强的复合材料螺栓连接

    Figure  5.  Composite bolted joints improved by adding metal inserts or embedding bolts

    下载: 全尺寸图片 幻灯片

    图  6  采用金属套筒增强的碳纤维/环氧树脂(CF/EP)复合材料螺栓连接的失效载荷的对比

    Figure  6.  Comparison between failure loads of carbon fiber/epoxy resin (CF/EP) composite bolted joints improved with metal inserts

    ST—Steel

    下载: 全尺寸图片 幻灯片

    图  7  新型金属套筒示意图

    Figure  7.  Schematic diagram of the novel metal inserts

    下载: 全尺寸图片 幻灯片

    图  8  通过嵌入金属套筒进行CF/EP复合材料螺栓连接的增强设计方案 [16]

    Figure  8.  Improvement design scheme of CF/EP composite bolted joints by embedding metal inserts [16]

    LOS—Line of symmetry

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    图  9  通过局部添加薄层或凸台增强的复合材料螺栓连接

    Figure  9.  Composite bolted joints improved by locally adding foils or rings

    下载: 全尺寸图片 幻灯片

    图  10  通过局部添加薄层增强的玻璃纤维/聚乙烯(GF/PE)复合材料螺栓连接的失效载荷的对比

    Figure  10.  Comparisons between failure loads of fiber glass/polyethylene (GF/PE) composite bolted joints improved with locally-added foils

    下载: 全尺寸图片 幻灯片

    图  11  外部添加玻璃纤维增强聚合物(GFRP)薄层对GF/聚对苯二甲酸乙二醇酯(PET)复合材料螺栓连接的增强效果

    Figure  11.  Strengthening effects of outer glass fiber reinforced polymer (GFRP) foils on GF/polyethylene terephthalate (PET) composite bolted joints

    CSM—Chopped strand mat, in which the short fibers are oriented in various undefined directions

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    图  12  通过整体添加金属薄层增强的复合材料螺栓连接

    Figure  12.  Composite bolted joints improved by globally adding metal foils

    下载: 全尺寸图片 幻灯片

    图  13  钛含量对CF/EP复合材料螺栓连接的比强度的影响 [27]

    Figure  13.  Influence of titanium content on specific strength of CF/EP composite bolted joints [27]

    下载: 全尺寸图片 幻灯片

    图  14  通过局部替换金属薄层增强的复合材料螺栓连接

    Figure  14.  Composite bolted joints improved by local substitution with metal foils

    下载: 全尺寸图片 幻灯片

    图  15  钛含量对局部替换钛薄层增强的CF/EP复合材料螺栓连接强度的影响

    Figure  15.  Influence of titanium content on the strength of CF/EP composite bolted joints improved by local substitution with titanium foils

    下载: 全尺寸图片 幻灯片

    图  16  通过添加转向纤维层增强的复合材料螺栓连接

    Figure  16.  Composite bolted joints improved by adding layers with steered fibers

    下载: 全尺寸图片 幻灯片

    图  17  通过局部添加z-pin增强的复合材料螺栓连接

    Figure  17.  Composite bolted joints improved by locally adding z-pin

    下载: 全尺寸图片 幻灯片

    图  18  通过添加防御孔增强的复合材料螺栓连接

    Figure  18.  Composite bolted joints improved by adding a defense hole

    下载: 全尺寸图片 幻灯片

    图  19  防御孔位置和直径对不同宽径比w/D、端径比e/D的复合材料螺栓连接强度的影响 [45]

    Figure  19.  Influence of location and diameter of defense hole on the strength of composite bolted joints with different w/D and e/D values [45]

    A—SDH=1.5D, dDH=0.625D; B—SDH=1.5D, dDH=0.75D; C—SDH=2.0D, dDH=0.625D; D—SDH=2.0D, dDH=0.75D; E—SDH=2.5D, dDH=0.625D; F—SDH=2.5D, dDH=0.75D; SDH—Distance from center of defense hole to center of bolt hole; dDH—Diameter of defense hole; D—Diameter of bolt hole; w/D—Ratio of width to hole diameter of laminate; e/D—Ratio of end distance to hole diameter of laminate

    下载: 全尺寸图片 幻灯片

    图  20  碳纳米管桥接的基体裂纹 [47]

    Figure  20.  Carbon nanotube bridging matrix cracks [47]

    下载: 全尺寸图片 幻灯片

    图  21  多壁碳纳米管(MWCNT)含量对CF/EP复合材料拉伸特性的影响 [49]

    Figure  21.  Influence of multiwalled carbon nanotube (MWCNT) content on tensile properties of CF/EP composites [49]

    下载: 全尺寸图片 幻灯片

    图  22  拧紧力矩和老化时间对增强效果的影响

    Figure  22.  Strengthening effect affected by the torque and aging time

    下载: 全尺寸图片 幻灯片

    图  23  老化温度和老化时间对增强效果的影响

    Figure  23.  Strengthening effect affected by aging temperature and aging time

    下载: 全尺寸图片 幻灯片

    图  24  碳纳米管含量对复合材料螺栓连接强度的影响

    Figure  24.  Influence of carbon nanotube content on strength of composite bolted joints

    下载: 全尺寸图片 幻灯片

    图  25  通过局部添加纳米材料增强的复合材料螺栓连接

    Figure  25.  Composite bolted joints improved by locally adding nano materials

    下载: 全尺寸图片 幻灯片

    图  26  不同复合材料机械连接的失效载荷和比强度[59]

    Figure  26.  Failure loads and specific strengths of different composite mechanical joints[59]

    a—FRTP rivet joint (Vf=30vol%); b—FRTP rivet joint (Vf=50vol%); c—FRTP rivet joint (Vf=60vol%); d—Aluminum blind-riveted joint; e—Steel bolted joint

    下载: 全尺寸图片 幻灯片

    图  27  钛合金高锁紧固件和CF/聚醚醚酮(PEEK)复合材料铆钉的对比[61]

    Figure  27.  Comparison between titanium Hi-Lite fastener and CF/poly(ether-ether-ketone) (PEEK) composite rivet[61]

    SS—Stainless-steel; Ø—Diameter

    下载: 全尺寸图片 幻灯片

    图  28  不同铆钉连接的失效模式[62]

    Figure  28.  Failure mode of different riveted joints[62]

    下载: 全尺寸图片 幻灯片

    图  29  3D打印螺栓的制造过程[63]

    Figure  29.  Manufacturing process of the 3D-printed fastener[63]

    下载: 全尺寸图片 幻灯片
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  • 收稿日期:  2022-10-17
  • 修回日期:  2022-11-10
  • 录用日期:  2022-11-18
  • 网络出版日期:  2022-11-24
  • 刊出日期:  2023-07-15

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