期刊文献+

基于显式算法的改进型SHTB实验模型研究

Research on modified SHTB experimental model based on explicit algorithm
下载PDF
导出
摘要 为满足复合材料的高应变率拉伸测试,对杆径为30mm分离式霍普金森拉杆实验装置进行改进。入射杆撞击端安装带螺纹的法兰用来生成拉伸波,在入射杆和透射杆与试件连接处采用两个带螺纹的试件接头装夹试件。基于ABAQUS显式算法数值仿真技术对改进后装置应力波的一维性以及试件应力均匀性进行研究。实验结果表明,改进后的装置更加有利于加工方便;试件的加工和装夹更加快捷,缩短了实验周期;改进后的装置模型满足SHTB实验一维应力波假设和试件应力均匀假设,能够满足复合材料高应变率拉伸实验要求。 To meet the high strain rate tensile test of the composites, the 30ram split Hopkinson tensile bar are modified. The threaded flange is set up on the incident bar to generate tensile wave, and two threaded joints are adopted to clamp specimen at the junction between incident bar and transmitted bar. Based on ABAQUS numerical simulation, the produce and spread process of the wave and the uniform stress of the specimen are tested detailedly. The results indicate that the modified equipment can be machined easier and the specimen can be clamped more quickly, what is more, the model of flange-bar threaded connection can produce one-dimensional tensile wave and the specimen achieve uniform stress in the specimen, and the soft composites is tested in this equipment.
出处 《计算机工程与设计》 CSCD 北大核心 2014年第2期593-597,共5页 Computer Engineering and Design
基金 中央高校基本科研业务费专项基金项目(NUST2011XQTR13)
关键词 高应变率 分离式霍普金森拉杆 数值仿真 一维应力波 应力均匀 high strain-rate split Hopkinson tensile bar numerical simulation one-dimensional stress wave uniform stress
  • 相关文献

参考文献9

  • 1Lim A S,Lopatnikov S L,Gillespie J W. Development of the split-Hopkinson pressure bar technique for viscous fluid characterization[J].Polymer Testing,2009,(08):891-900.
  • 2Ramírez H,Rubio-Gonzalez C. Finite-element simulation of wave propagation and dispersion in Hopkinson bar test[J].Materials and Design,2006,(01):36-44.
  • 3丰平,张庆明,陈利,姚伟.SHPB测试中斜坡加载对应力均匀性和恒应变率的影响分析[J].北京理工大学学报,2010,30(5):513-516. 被引量:13
  • 4焦楚杰,蒋国平,高乐.钢纤维高强混凝土抗冲击性能的数值仿真[J].江苏大学学报(自然科学版),2012,33(3):350-353. 被引量:13
  • 5Aleyaasin M,Harrigan J J. Wave dispersion and attenuation in viscoelastic polymeric bars:Analysing the effect of lateral inertia[J].International Journal of Mechanical Sciences,2010,(05):754-757.
  • 6Dai F,Huang S,Xia K W. Some fundamental issues in dynamic compression and tension tests of rocks using split hopkinson pressure bar[J].Rock Mecharics and Rock Engineering,2010,(06):657-666.
  • 7Wang Q Z,Li W,Xie H P. Dynamic split tensile test of flattened brazilian disc of rock with SHPB setup[J].Mechanics of Materials,2009,(03):252-260.
  • 8Fu S Q,Wang Y,Wang Y. Tension testing of polycarbonate at high strain rates[J].Polymer Testing,2009,(07):724-729.
  • 9Sun X,Soulami A,Choi K S. Effects of sample geometry and loading rate on tensile ductility of TRIP800 steel[J].Materials Science and Engineering A,2012.1-7.

二级参考文献15

  • 1胡功笠,刘荣忠,齐爱东,李赞成.混凝土材料的SHPB试验及动态性能分析[J].南京理工大学学报,2005,29(4):420-424. 被引量:10
  • 2Kolsky H.An investigation of the mechanical properties of materials at very high rates of loading[C] ∥Proceedings of the Physical of London.London:[s.n.] ,1949,B62:676-700.
  • 3Frew D J,Forrestal M J,Chen W.Pulse shaping techniques for testing brittle materials with a split Hopkinson pressure bar[J].Experimental Mechanics,2002,42(1):92-106.
  • 4Parry D J,Dixon P R,Hodson S,et al.Stress equilibrium effects within Hopkinson bar experiments[J].Journal de Physique IV,1994,C8:107-112.
  • 5Subhash G,Ravichandran G.Split-Hopkinson pressure bar testing of ceramics[J].Mechanical Testing and Evaluation,2000,8(2):497-504.
  • 6Song P S, Wu J C, Hwang S, et al. Assessment of sta- tistical variations in impact resistance of high-strength concrete and high-strength steel fiber-reinforced concrete [ J ]. Cement and Concrete Research, 2005,35 ( 2 ) :393 -399.
  • 7Khaled M, 0zgur E, Tahir C. Relationship between im- pact energy and compression toughness energy of high- strength fiber-reinforced concrete [ J ]. Materials Letters, 2001,47(4/5) : 297 -304.
  • 8Zhu Jue, Hu Shisheng, Wang Lili. An analysis of stress uniformity for concrete-like specimens during SHPB tests [ J ]. International Journal of Impact Engineering, 2009, 36(1) : 61 -72.
  • 9Teng Tso-Liang, Chu Yi-An, Chang Fwu-An, et al. De- velopment and validation of numerical model of steel fi- ber reinforced concrete for high-velocity impact [ J ]. Computational Materials Science, 2008, 42 ( 1 ) : 90 - 99.
  • 10夏志皋.塑性力学[M].南京:河海大学出版社,1998.

共引文献24

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部