期刊文献+

空气夹层结构抗爆炸局部破坏分析 被引量:5

Analysis of local failure of air-interlayer structure for blast resistance
在线阅读 下载PDF
导出
摘要 给出了空气夹层结构抗爆炸的破坏机理,利用非线性动力有限元程度LS-DYNA对空气夹层结构抗爆炸局部破坏进行了分析。当炸药爆炸时,抗爆层被贯穿,产生局部破坏,震塌隔离层只发生弯曲变形。震塌隔离层具有隔离爆炸冲击波的作用,可以大大减小室内的精密仪器的损坏以及人员的伤亡。空气夹层结构是种抗爆炸能力很强的结构,在重要建筑结构和人防结构中有着极其重要的用途。 Failure principle of air-interlayer structure for blast resistance is given in this paper. Local failure of air-interlayer structure for blast resistance is analysed by using LS-DYNA of nonlinear-dynamic finite element program. When explosive powder blasts, the blast-resistant layer of air-interlayer structure is broken through to be generated local failure in it and the collapse-vibration insulating layer is only generated bending deformation. The collapse-vibration insulating layer can insulate blast wave to reduce damage of precise instruments and casualty of human beings in rooms to a great extent. Air-interlayer structure has strong ability for blast resistance. It has very important use in important building structure and the structure for protecting human beings.
出处 《四川建筑科学研究》 北大核心 2006年第4期98-100,114,共4页 Sichuan Building Science
基金 高等学校优秀青年教师教学科研奖励计划资助项目(A0110719950102)
关键词 空气夹层结构 抗爆 局部破坏 震塌隔离 air-interlayer structure blast resistance local failure collapse-vibration insulation
  • 相关文献

参考文献8

  • 1美国LSTC公司.LS-DYNA 960 User's Manual(Ⅱ).2001.
  • 2GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 3李国豪.工程结构抗爆动力学[M].上海:上海科学技术出版社,1985..
  • 4Brara A,Camborde F,Klepaczko J R,Mariotti C.Experimental and numerical study of concrete at high strain rates in tension[J].Mechanics of Materials,2001,33 (1):33-45.
  • 5Grote D L,Park S W,Zhou M.Dynamic behavior of concrete at high strain rates and pressures:part I.Experimental characterization[J].International Journal of Impact Engineering,2001,25(3):869-886.
  • 6蔡清裕,曾新吾,胡永乐.钢—混凝土复合爆炸容器内爆响应数值模拟[J].国防科技大学学报,2003,25(3):28-32. 被引量:4
  • 7美国LSTC公司.LS-DYNA 960 user's Manual(Ⅰ).2001.
  • 8王年桥.防护结构计算原理与设计(第二版)[内部资料][R].南京:解放军理工大学工程兵工程学院,1981.

二级参考文献3

  • 1Giglio M. Spherical Vessel Subjected to Explosive Detonation Losding [J]. Int. J. Pres. Yes. & Piping, 1997, 74: 83-88.
  • 2Johnson G R. Computed Badial Stresses in a Concrete Target Penetrated by a Steel Projectile [ C ]. Proceedings of the 5th Inter. Confer. on Structure under Shock and Impact, 1998.
  • 3Holmquist T J. A Computational Constitutive Model for Concave Subjected to Large Strains, High Strain Rates, and High Preasures [C].Proceedings of the 14th International ,Symposium on Ballislics: 1993:591-600.

共引文献2646

同被引文献77

引证文献5

二级引证文献8

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