摘要
采用适合于计算与爆炸冲击载荷相关的结构大变形问题的ALE流固耦合算法,给出了数值分析爆源、爆炸流场和结构动力学响应等问题所采用的控制方程。重点研究了爆炸流场,即冲击波的传播和波系的演化过程,对影响数值计算精度和稳定性的关键因素:网格控制、时步控制以及粘性项因素进行了讨论,并采用非线性动力有限元程序LS-DY-NA,对冲击波流场与结构耦合作用的全过程进行了数值分析。成功地模拟了建筑物在内爆荷载作用下的动态破坏过程,并得到了某框架结构的毁伤破坏范围。
The interaction between the shock wave of high-energy explosives and building structure is a problem of solid-fluid interaction. In this paper, the ALE fluid-coupling algorithm which is suitable for using in calculating the large deformation systems associated with explosive and impact load is used. The numerical analysis equations, which are about explosion sources, explosion flow, structural dynamics response and tracking interface are offered. The dissemination of the shock wave is researched. Grid control, time step and viscous which are the key factors of the numerical accuracy and stability are discussed. A nonlinear dynamic finite element program LS-DYNA is used. The process of shock wave flow coupled with the structure is calculated successfully. A building destruction process and a scope of destruction is offered.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2009年第10期56-59,共4页
Journal of Wuhan University of Technology
基金
国家973重点基础研究发展规划资助项目(2007CB61338)
关键词
建筑物
爆炸流场
流固耦合
ALE算法
毁伤范围
building
explosion flow
solid-fluid interaction
ALE algorithm
the scope of damage