期刊文献+

轴向应力波作用下完善弹性直杆的稳定性分析 被引量:1

ANALYSIS OF STABILITY OF PERFECT STRAIGHT ELASTIC BAR UNDER AXIAL STRESS WAVES
下载PDF
导出
摘要 应用离散系统的稳定性理论,在“冻结”系数的条件下研究了在轴向应力波作用下弹性直杆的稳定性的特点,得出了特征矩阵的特征值随应力波传播的变化规律,这些变化规律表明在研究应力波引起的直杆屈曲问题中,采用冻结边界技术和在应力波阵面上假定横向位移及其一阶导数连续是合理的。研究还表明对于完善系统,单凭线性稳定性理论不足以预言应力波传播引起的动态后屈曲的发展方向。 The stability characteristics of straight elastic bars under axial stress wave was studied by means of the stability theory of discrete systems on the condition that the coefficients are “frozen”.The derived variation laws of the eigenvalues of the characteristic matrix with the propagation of stress waves indicate that in studying the buckling problems of this straight elastic bar,it is reasonable to adopt the boundary_freezing technique and to assume the transverse displacement and its first_order deriva...
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 1997年第9期84-90,共7页 Journal of South China University of Technology(Natural Science Edition)
关键词 稳定性 应力波 直杆 stability stress wave bars
  • 相关文献

同被引文献16

  • 1韩志军,程国强,张善元.弹性杆在刚性块轴向撞击下的动力屈曲[J].爆炸与冲击,2004,24(5):401-406. 被引量:10
  • 2魏勇 朱兆祥 李永池.轴向冲击载荷作用下直杆弹性动态屈曲的研究.实验力学,1988,3:258-264.
  • 3Dharmasena K P, Wadley H N G, Zhenyu X, et al. Mechanical response of metallic honeycomb sandwich panel structures to high-intensity dynamic loading[ J]. International Journal of Impact Engineering,2008,35 : 1063 - 1074.
  • 4Nasser S N, Kang W J, McGee J D, et al. Experimental investigation of energy-absorption ehaeteristics of components of sandwich structures [ J ]. International Journal of Impact Engineering, 2007, 34 : 1119 - 1146.
  • 5Zhu Feng, Zhao Long-mao, Lu Guo-xing,et al. Deformation and failure of blast-loaded metallic sandwich panels- Experimental investigations [ J ]. International Journal of Impact Engineering, 2008, 35:937 -951.
  • 6Joseph A M, George A G. Uniaxial crushing of sandwich plates under air blast: Influence of mass distribution [ J ]. International Journal of Solids and Structures, 2008, 45: 2297 - 2321.
  • 7Lindberg H,Florence A. Dynamic pulse buckling:Theory and Experiment [ C ]//Martinus Nijhoff, Dordrecht, The Netherlands, 1987.
  • 8Lindberg H. Impact buckling of a thin bar[ J]. ASME J. Appl. Mech. , 1965,32:312 - 322.
  • 9AriGur J, Weller T. Experimental and theoretical studies of columns under axial impact [ J ]. Int. J. Solids. Struct. 1982, 18:619 -641.
  • 10Weller T, Abramovich H, Yaffe R. Dynamic of beams and plates subjected to axial impact [ J ]. Int. J. Comp Struct,1989,32 (3/4) :835 - 851.

引证文献1

二级引证文献2

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