锁铆连接的铝合金蜂窝板组合结构的连接性能研究

袁良健; 郑腾腾; 赵才其; 顾业

doi:10.13206/j.gjgS23052701

锁铆连接的铝合金蜂窝板组合结构的连接性能研究

doi: 10.13206/j.gjgS23052701

袁良健^1,2,3,
郑腾腾²,
赵才其^2, ,,
顾业²

1. 江苏省铁路集团有限公司, 南京 210012;
2. 东南大学土木工程学院, 南京 210096;
3. 江苏省智能与绿色铁路工程研究中心, 南京 210012

基金项目:

国家自然科学基金项目(51578136)。

详细信息

作者简介:
袁良健,男,1992年出生,硕士,工程师,主要从事大跨度空间结构方面的研究,Email:yuanliangjiann@163.com。

通讯作者:
赵才其,男,1965年出生,博士,副教授,主要从事大跨度空间结构、异形钢结构方面的研究,Email:101000815@seu.edu.cn。

计量
- 文章访问数: 157
- HTML全文浏览量: 15
- PDF下载量: 25
- 被引次数: 0
出版历程
- 收稿日期: 2023-05-27
- 网络出版日期: 2024-06-24

Study on the Connection Performance of Aluminum Alloy Honeycomb Plate Composite Structure with Lock Riveting Connection

1. Jiangsu Railway Group Co., Ltd., Nanjing 210012, China;
2. School of Civil Engineering, Southeast University, Nanjing 210096, China;
3. Jiangsu Province Engineering Research Center of Intelligent and Green Railway, Nanjing 210012, China

摘要

摘要: 为研究锁铆连接的铝合金蜂窝板板-杆组合结构的力学性能,对3组锁铆连接的铝合金蜂窝板-杆组合结构进行静力试验分析,探讨蜂窝板、锁铆连接间距等对组合结构受力特性和变形性能的影响。试验表明:铝合金蜂窝板参与网壳结构共同工作后,充分发挥了蜂窝板及铝合金杆件轻质高强的优势,使组合结构的力学性能和变形性能显著提升。铝合金蜂窝板与铝合金杆件之间的有效连接是发挥铝合金蜂窝板及杆件性能的关键,无板组合结构的最终破坏形态为铝合金杆件连接节点处的脆性破坏,而铝合金蜂窝板-杆组合结构的最终破坏形态为在保证锁铆连接件的连接性能时,铝合金杆件断裂后结构仍然能继续承载的延性破坏。同时,不同的连接方式对组合结构有较大影响,相较于传统的抽芯铆钉连接,板-杆采用锁铆连接能有效提高组合结构的整体性,且在结构破坏时不发生锁铆节点破坏,板件仅产生局部屈曲,具有良好的连接性能。此外,锁铆连接间距对铝合金蜂窝板-杆组合结构的承载力和变形性能有较大的影响,在相同连接直径、连接工艺以及相同蜂窝板厚情况下,连接间距越小,组合结构承载力越大。
- 锁铆连接 /
- 蜂窝板 /
- 组合结构 /
- 连接性能 /
- 试验研究
Abstract: In order to study the mechanical properties of aluminum alloy honeycomb panel rod combination structures with lock riveting connections, this paper conducted static test analysis on three sets of aluminum alloy honeycomb panel rod combination structures with lock riveting connections, and explored the influence of honeycomb panels, lock riveting connection spacing, etc. on the mechanical characteristics and deformation performance of the combination structure. Experiments have shown that the participation of aluminum alloy honeycomb panels in the joint work of grid shell structures fully utilizes the advantages of lightweight and high-strength honeycomb panels and aluminum alloy members, significantly improving the mechanical and deformation properties of the composite structure. The effective connection between aluminum alloy honeycomb panels and aluminum alloy rods is the key to unleashing the performance of aluminum alloy honeycomb panels and rods. The ultimate failure mode of non-plate composite structures is brittle failure at the connection nodes of aluminum alloy rods, while the ultimate failure mode of aluminum alloy honeycomb panel rod composite structures is ductile failure that can continue to bear the load even after the aluminum alloy rod fractures while ensuring the connection performance of locking and riveting connectors. At the same time, different connection methods have a significant impact on the composite structure. Compared to traditional core pulling rivet connections, plate to rod locking rivet connections can effectively improve the overall integrity of the composite structure, and there is no locking rivet node failure when the structure is damaged. There is only local buckling in plate, which has good connection performance. In addition, the spacing between locking and riveting connections has a significant impact on the bearing capacity and deformation performance of aluminum alloy honeycomb panel rod composite structures. With the same diameter, connection process, and honeycomb panel thickness, the smaller the connection spacing, the greater the bearing capacity of the composite structure.
- lock riveting connection /
- honeycomb plate /
- composite structure /
- connection performance /
- experimental study

HTML全文

参考文献(11)

[1]	朱继华,苏玫妮,杨立伟.铝合金结构性能与设计方法研究[M].武汉:武汉大学出版社,2017.
[2]	赵才其,马军,陶健.新型装配式蜂窝板空腹屋盖结构的承载力试验研究[J].东南大学学报(自然科学版),2014,44(3):626-630.
[3]	Zhao C Q,Gu Y,Zheng T T,et al.The connection performance and bearing capacity of a single-layer combined lattice shell with aluminium alloy honeycomb panels[J/OL].Case Studies in Construction Marerials,2022[2022-01-01].https://doi.org/10.1016/j.cscm.2022.e00917.
[4]	尹凌峰,赵惠麟,赵才其,等.装配式蜂窝板轻型空腹楼、屋盖结构体系:200810100745.X[P].2008-09-24.
[5]	陈东,赵才其,王修信,等.板片空间结构的改进一致缺陷模态法[J].工业建筑,2007,37(增刊1):504-507.
[6]	赵惠麟,马军,赵才其,等.板片空间结构体系的结构原理及工程实践[C]//第六届全国结构工程学术会议论文集.南宁:1997.
[7]	赵才其,马军,赵惠麟.板片空间结构体系在桥梁结构中的应用[C]//第六届全国结构工程学术会议论文集.南宁:1997.
[8]	郭小农,熊哲,罗永峰,等.铝合金板式节点初始刚度[J].同济大学学报(自然科学版),2014,42(8):1161-1166.
[9]	尹凌峰,郭小明,赵惠麟,等.板片空间结构关键理论及软件开发综述[J].工业建筑,2004,34(11):14-18.
[10]	尹凌峰,郭小明,赵惠麟.板片空间结构体系连接设计方法研究[J].建筑结构,2003(11):63-66.
[11]	Li D Z,Chrysanthou A,Patel I,et al.Self-piercing riveting-a review[J].The International Journal of Advanced Manufacturing Technology,2017(92):5-8.