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THE GLOBAL DEFORMATION AND LOCAL DAMAGE ANALYSIS OF FILLED METALLIC CYLINDRICAL SHELLS IMPACTED BY MISSILES 被引量：2

THE GLOBAL DEFORMATION AND LOCAL DAMAGE ANALYSIS OF FILLED METALLIC CYLINDRICAL SHELLS IMPACTED BY MISSILES
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摘要 A group of theoretical models has been developed for analyzingtransient dynamic re- sponse to filled metallic cylindrical shellsimpacted by flat-nosed missiles at normal obliquity on the ba- sis ofthe analogy modeling method of beam-on-foundation. It can be used forsolving the global defor- mation and the local failure of cylindricalshells in the impact process. the ballistic limit speed and im- pactresponse history have been calculated by this group of theoreticalmodels, and the inner pressure effect on the ballistic limit speedand some parameters are discussed at length. A group of theoretical models has been developed for analyzingtransient dynamic re- sponse to filled metallic cylindrical shellsimpacted by flat-nosed missiles at normal obliquity on the ba- sis ofthe analogy modeling method of beam-on-foundation. It can be used forsolving the global defor- mation and the local failure of cylindricalshells in the impact process. the ballistic limit speed and im- pactresponse history have been calculated by this group of theoreticalmodels, and the inner pressure effect on the ballistic limit speedand some parameters are discussed at length.
作者 Li Zhu Zhang Shanyuan Yang Guitong
机构地区 Taiyuan Univ Technol
出处 《Acta Mechanica Solida Sinica》 SCIE EI 1999年第3期255-262,共8页 固体力学学报（英文版）
基金 Shanxi Natural Science and Returnee Foundations(No.971004)
关键词 missiles filled metallic cylindrical shells PERFORATION missiles filled metallic cylindrical shells perforation
分类号 TB125 [理学—工程力学]
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参考文献10

  • 1Neilson,A.J.Empirical equations for the perforation of mild steel plates. Int.J.Impact Engng . 1985
  • 2Attwood,G.J.,Kendall,K.J.Methods for the Assessment of Hazards from Free-Flying Missiles. Structures Under Shock and Impact Ⅱ . 1992
  • 3Ma,X.Q,Stronge,W.J.Spherical missile impact and perforation of filled tubes. Int.J.Impact Engng . 1988
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同被引文献11

  • 1[6]Ge Hanbin.Strength of concrete-filled thin-walled steel.box column:experiment[J].Journal of Structural Engineering,ASCE,1992,118(11):3036～3054.
  • 2[8]Zhang T G.Oblique impact and rupture of thin metal tubes[Z].London:University of Cambridge,1998.
  • 3韩林海．钢管混凝土结构[M]．北京：科学出版社，2004．3．
  • 4李珠.经受侧向冲击刚塑性圆管的试验研究和理论分析[Z].北京:万国学术出版社,2002.
  • 5陈肇元,罗家谦,潘雪雯.钢管混凝土短柱作为防护结构构件的性能[R].北京:北京清华大学抗震抗爆工程研究室.1986.
  • 6李珠.压力管道受弹体冲击破坏的理论分析[Z].北京:固体力学的现代进展,2000.
  • 7Susantha K A S, Ge Hanbin, Tsutomu Usami. Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes [J]. Engineering Structures, 2001, 23(10):1331-1347.
  • 8Chaboche J L. Constitutive equations for cyclic plasticity and cyclic viscoplasticity [J]. International Journal of Plasticity, 1989, 5(3): 247-302.
  • 9Ge Hanbin. Strength of concrete-filled thin-walled steel box column: Experiment [J]. Journal of Structural Engineering, ASCE, 1992, 118(11): 3036- 3054.
  • 10Zhang T G. Oblique impact and rupture of thin metal tubes [Z]. London: University of Cambridge, 1998.

引证文献2

二级引证文献13

Acta Mechanica Solida Sinica
1999年 第3期

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