期刊文献+

网格对混凝土侵彻数值模拟的影响 被引量:21

Mesh Dependency for Numerical Simulation of Concrete Penetration
在线阅读 下载PDF
导出
摘要 研究动能弹侵彻混凝土类问题的数值模拟计算中,网格单元尺寸的划分对计算结果的影响规律,找出合理的网格尺寸取值范围.应用非线性动力学分析软件AUTODYN-2D,对57mm口径尖头弹丸以300m/s着速垂直侵彻直径1.6m,厚1m的混凝土靶板进行仿真计算,得到了靶板不同计算网格尺寸条件下的侵彻深度、侵彻过载以及损伤区数据.通过对比分析确定,为得到比较理想的计算结果,弹丸半径和网格边长的比值λ应该在6.0左右取值. In the simulation of concrete penetration, the mesh size has a direct effect on the calculation result. An example of a 57 mm caliber cuspidal warhead vertically penetrating a concrete plate (diameter 1.6 m, thickness 1 m) with a compacting velocity of 300 m/s was simulated by using non-linear dynamics analysis software AUTODYN-2D, The effects of different target mesh sizes on the penetration depth, overloading, and spalling size are studied. By analysising the simulation results, a proper range of mesh size with regard to this kind of problems is obtained.
出处 《北京理工大学学报》 EI CAS CSCD 北大核心 2005年第8期659-662,共4页 Transactions of Beijing Institute of Technology
基金 国家"九七三"计划项目(51309)
关键词 混凝土侵彻 动能弹 数值仿真 网格尺寸 concrete penetration kinetic projectile numerical simulation mesh size
  • 相关文献

参考文献6

  • 1武海军,黄风雷,金乾坤,张庆明.弹体贯穿钢筋混凝土数值模拟[J].爆炸与冲击,2003,23(6):545-550. 被引量:36
  • 2Johanson M. Structural behaviour in concrete frame corners of civil defence shelter, non-liner finitelement analyses and experiments [D]. G6teborg, Sweden..Department of Structural Engineering, Chalmers University of Technology, 2000.
  • 3Leppainen J. Dynamic behaviour of concrete structures subjected to blast and fragment impacts [ D ].Goteborg, Sweden : Department of Structural Engineering, Chalmers University of Technology,2002.
  • 4陈龙伟,孙远翔,宁建国.动能弹对混凝土靶板侵彻三维数值模拟[J].北京理工大学学报,2003,23(5):536-539. 被引量:6
  • 5Century Dynamics Inc. AUTODYN theory manual,revision 4.2 [ M ]. San Ramon, CA.. Century Dynamics Inc., 2001.
  • 6Zukas J A, Scheffler D R. Practical aspects of numerical simulations of dynamic events: Effects of meshing [ J ]. International Journal of Impact Engineering, 2000,24 (9) : 925 - 945.

二级参考文献6

  • 1曹德清.[D].北京: 北京理工大学,2000.
  • 2温万治.[D].北京理工大学机电工程学院,1998:63-64.
  • 3Youngs D L. Time-dependent multi-material fluid dynamics[M]. New York: Academic Press, 1982.
  • 4于志鲁.一个三维多介质流体力学欧拉数值方法[J].计算物理实验年报,1998,92:44-57.
  • 5Hanchak S J, Forrestal M J, Young E R, et al. Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths[J]. Int J Impact Engng, 1992, 12(1):1-7.
  • 6Zhang Wenyao, Ning Jianguo. Visualizaion of explosive field[J]. Journal of Being Institute of Technology, 1999, 8(4):424-429.

共引文献39

同被引文献149

引证文献21

二级引证文献122

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