Blast shock wave characteristics and propagation law of internal gas explosion

被引:0
|
作者
机构
[1] School of Civil Engineering, Northeast Forestry University, Harbin
来源
Zhang, X.-H. (zhangxh2000@163.com) | 1600年 / Tsinghua University卷 / 31期
关键词
Blast shock wave; Fluid-structure coupling; Gas explosion; Numerical simulation; Propagation law;
D O I
10.6052/j.issn.1000-4750.2013.04.S050
中图分类号
学科分类号
摘要
Based on the fluid-structure coupling method, the gas explosion shock wave characteristics and actions on the structures subjected to internal gas explosion are analyzed, using ANSYS/LS-DYNA dynamic analysis software. Finite element models are established using ANSYS. The Euler grids and multiple material ALE algorithms are adopted for flammable mixture gas and air. The influencing factors of the explosion shock wave the volume ratios of flammable gas to air, the volume and explosion pressure-release parts are analyzed. Nine kinds of working conditions for numerical analysis are selected. The analysis results show that the explosion shock wave pressure is the maximum when the volume ratio of flammable gas to air reaches 9.5%. The explosion shock wave propagation law and structural effect process under an internal gas explosion can well be simulated by the fluid-structure coupling method. The destructive effect of a structure can be reduced with setting up reasonable relief pressure openings when a flammable gas explosion happen in a closed space.
引用
收藏
页码:258 / 264
页数:6
相关论文
共 10 条
  • [1] Guo W., Jiang J., Cui J., Domestic combustion-gas blast accidents and disaster prevention measures in civil structures, Journal of Catastrophology, 14, 3, pp. 79-82, (1999)
  • [2] Guo W., Jiang J., Urban gas explosion hazaras analysis and prevention, Gas and Electric, 18, 3, pp. 41-43, (1998)
  • [3] Li N., Wang G., Li R., Structure assessment of gas explosion accident in the basement of a high building, Industrial Construction, 27, 1, pp. 1-5, (1997)
  • [4] Li Z., Du H., Bao C., Review of current researches on blast load effects of building structures in China, Transactions of Tianjin University, 12, SUPPL., pp. 35-41, (2006)
  • [5] Li Z., Liu Z., Ding Y., Dynamic responses and failure modes of steel structures under blast loading, Journal of Building Structures, 29, 4, pp. 106-111, (2008)
  • [6] Zhang X., Experimental research and numerical simulation on blast resistance performance of steel frames, (2011)
  • [7] Liu Y., Wang T., He F., Li Z., Numerical simulation for prestressed concrete containment under internal explosive loading, Engineering Mechanics, 24, 8, pp. 168-172, (2007)
  • [8] Wu Y., Analysis on dynamic responses and progressive collapse of steel frame structure subject to internal gas explosion, (2012)
  • [9] Zhang X., Wu Y., Li Y., Numerical analysis of dynamic responses of steel frame structure subject to internal gas explosion, Engineering Mechanics, 30, SUPPL., pp. 358-362, (2013)
  • [10] Ye H., Cui J., Wang Z., Indoor gas explosion mechanism, hazards and mitigation measures, Proceedings of the 2nd National Conference on Structure Engineering (II), pp. 505-510, (1993)