期刊文献+

材料的本构关系在数值计算中的作用 被引量:3

EFFECT OF THE CONSTITUTIVE RELATION OF MATERIAL IN NUMERICAL COMPUTATION
下载PDF
导出
摘要 以动能弹侵彻、穿透混凝土靶为例,较详细地说明了在数值模拟这类问题时,必须正确选择混凝土的本构关系,还必须特别着重考虑空穴的压实效应和损伤效应,否则数值模拟得到的结果在定量和定性上都将偏离实验较远。本文计算动能弹侵彻、穿透混凝土靶的二维程序为二维拉氏(FCM)程序和二维拉氏有限元程序(LTZ-2)。 In this paper, we conclude that before numerical simulation for the penetration of a kinetic bullet through the concrete target is to be made, it is necessary to select the constitutive relation of concrete correctly and put special emphasis on consideration of the demage and collapse of pores. Without that the results obtained from the numerical simulation may have a significant deviation from those obtained from experiments. When computing the penetration of a kinetic bullet through the concrete target, we use the 2D Lagrangian program LTZ-2 and FCM.
出处 《兵工学报》 EI CAS CSCD 北大核心 1998年第1期69-72,共4页 Acta Armamentarii
基金 中物院基金!960115
关键词 动能弹 穿透 侵彻 混凝土 本构关系 数值模拟 kinetic bullet, penetration, concrete, numerical simulation
  • 相关文献

同被引文献65

  • 1金乾坤.混凝土动态损伤与失效模型[J].兵工学报,2006,27(1):10-14. 被引量:18
  • 2Albertini C,Solomos G,Labibes K,et al.Bixaial Hopkinson bar tensile testing of a nuclean steel[A].Staudhammer K P,Murr L E,Meyers M A,ed.Proceedings of International Conference on Fundamental Issues and Applications of Shockwave and High Strain Rate Phenomena(EXPLOMET2000)[C].New York:Essevier,2001.
  • 3曹德青.[D].北京:北京理工大学,2001.
  • 4Bischoff P H,Perry S H.Compressive behavior of concrete at high strain rates[J].Materials Structure,1991,24(144):425-450.
  • 5Bischo P H,Perry S H.Impact behavior of plain concrete loaded in uniaxial compression[J].Journal of Engineering Mechanics,1995,121(6):685-693.
  • 6Kotsovos M D.Effect of testing techniques on the post ultimate behavior of concrete in compression[J].Materials Structure,1983,16(91):3-12.
  • 7Tang T,Malvern L E,Jenkins D A.Rate effects in uniaxial dynamic compression of concrete[J].Journal of Engineering Mechanics,1992,118(1):108-124.
  • 8Rossi P.Strain rate effects in concrete structures:The LCPC experience[J].Materials Structure,1997,30:54-62.
  • 9Georgin J F,Reynouard J M.Modeling of structures subjected to impact:concrete behavior under high strain rate[J].Cement & Concrete Composites,2003,25:131-143.
  • 10Park S W,XIA Q,ZHOU M.Dynamic behavior of concrete at high strain rates and pressures II:numerical simulation[J].International Journal of Impact Engineering,2001,25:887-910.

引证文献3

二级引证文献61

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