Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure

被引:59
作者
Baylot, James T. [1 ]
Bevins, Tommy L. [1 ]
机构
[1] USA, Engn Res & Dev Ctr, Vicksburg, MS 39180 USA
关键词
fluid-structure interaction; finite element analysis; computational fluid dynamics; airblast; structure response; computational structural dynamics;
D O I
10.1016/j.compstruc.2007.01.001
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The presence of non-structural exterior walls can affect the loads on structural columns when high explosives detonate near that column. Numerical simulations and physical experiments were used to determine the effect of exterior (no wall and solid masonry wall) type on the loads on and response of exterior columns. Both the simulations and the experiments indicate that although the exterior wall fails very quickly, it still significantly affects the loads on the column and the airblast pressures entering the structure. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:891 / 910
页数:20
相关论文
共 72 条
  • [1] *ADINA R D, ADINA US MAN
  • [2] *ADINA R D, ADINA SYST OV
  • [3] AKERS S, 2005, DOD HPC UGC JUN
  • [4] AKERS S, 2006, DOD HPC UGC JUN
  • [5] Elliptic-hyperbolic systems and the Einstein equations
    Andersson, L
    Moncrief, V
    [J]. ANNALES HENRI POINCARE, 2003, 4 (01): : 1 - 34
  • [6] ARMSTRONG BJ, 2002, P DOD HPC UGC JUN
  • [7] Attaway S.W., 1998, SAND981361 SAND NAT
  • [8] Baker W.E., 1973, EXPLOSIONS AIR
  • [9] BAKER WE, 1983, EXPLOSIVE HAZARDS EV
  • [10] BALSARA JP, 1997, 15 MILITARY APPL BLA