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连接条件对GFRTP自冲铆接性能影响的数值研究 被引量:8

Numerical study of effects of joining conditions on performances of self-piercing riveted GFRTP
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摘要 采用LS-DYNA软件建立玻璃纤维增强热塑性复合材料(GFRTP)的自冲铆接(SPR)有限元模型,对SPR过程进行数值模拟和实验验证。通过比较应力分布、钉腿张开度及接头强度,分析底座几何形状及铆钉材料对GFRTP工件SPR过程及接头强度的影响。研究结果表明:与金属SPR接头钉腿被下工件完全包裹而形成自锁结构不同,GFRTP工件SPR接头的形成机理是钉腿穿透下工件而向外翻卷,与钉头一起形成机械锁。连接条件对GFRTP工件SPR性能有显著影响。在一定范围内,增大底座凸台倾角有助于提高SPR的自锁性能;增加铆钉材料强度,可有效提升SPR接头的强度。 A finite element model of self-piercing riveting(SPR)of glass fiber reinforced thermoplastic(GFRTP)was developed based on LS-DYNA software.The SPR process was analyzed by numerical simulation and was validated by experiment.The effects of the die geometry and the strength of the rivet on the SPR performances of GFRTP workpieces were analyzed in terms of the stress distributions,the length of mechanical lock and the joint strength.The results show that the mechanism of SPR joint with GFRTP is different from that of metallic materials.The end of rivet leg for metallic workpieces is completely covered by the lower workpieces to form a self-locking structure;while for GFRTP workpieces the leg of rivet locks the workpieces together with the rivet head after it pierces through the workpieces and is warped outwards.The joining conditions have significant effects on the performances of SPR joints with GFRTP workpieces.Within a certain range,increasing the pip angle of die is useful for improving the self-locking performance of SPR joint,while increasing the strength of rivet can effectively improve the strength of SPR joint.
作者 黎雄 饶政华 王凤江 梁佳炜 LI Xiong;RAO Zhenghua;WANG Fengjiang;LIANG Jiawei(School of Energy Science and Engineering,Central South University,Changsha 410083,China;Provincial Key Laboratory of Advanced Welding Technology,Jiangsu University of Science and Technology,Zhenjiang 212003,China)
出处 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2018年第10期2447-2453,共7页 Journal of Central South University:Science and Technology
基金 国家自然科学基金资助项目(51575252) 中南大学研究生自主探索创新项目(2017zzts461)~~
关键词 自冲铆接 数值模拟 强度测试 玻璃纤维增强热塑性复合材料 self-piercing riveting numerical simulation strength test glass fiber reinforced thermoplastic
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  • 1戴绍斌,余欢,黄俊.填充墙与钢框架协同工作性能非线性分析[J].地震工程与工程振动,2005,25(3):24-28. 被引量:30
  • 2李英民,韩军,刘立平.ANSYS在砌体结构非线性有限元分析中的应用研究[J].重庆建筑大学学报,2006,28(5):90-96. 被引量:105
  • 3GB50011-2010,建筑抗震设计规范[S].
  • 4GB50010--2010混凝土结构设计规范[S].
  • 5何晓聪 何家宁 丁燕芳等.自冲铆接头的质量评价及强度可靠性预测.湖南大学学报,2010,:1-4.
  • 6GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 7黄超,季静,韩小雷,郑宜,何伟球,戴金华.基于性能的既有钢筋混凝土建筑结构抗震评估与加固技术研究[J].地震工程与工程振动,2007,27(5):72-79. 被引量:35
  • 8汀文卿,邱聪钾,萧辅沛,等.花莲县新城国中校舍现场单向推覆试验[R].台湾,中国:国家地震工程研究中心,2008:1-65.
  • 9江文卿,邱聪智,萧辅沛,等.云林县口湖国小校舍现场摊覆试验[R].台湾,中国:国家地震工程研究中心,2008:1-43.
  • 10Ko Yungyen, Chen Chenghsing. Soil-structure interaction effects observed in the in situ forced vibration and pushover tests of school buildings in Taiwan and their modeling considering the foundation flexibility[J]. Earthquake Engineering and Structural Dynamics, 2010, 39(9): 945-966.

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