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含不同聚苯乙烯泡沫颗粒密度夹层隧道结构的抗爆性能数值分析

Numerical analysis of the anti-explosion properties of tunnel constructions with EPS geofoam inclusions of different density

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【作者】 胡俊孙强巫绪涛

【Author】 HU Jun;SUN Qiang;WU Xutao;Department of Civil Engineering,Anhui University of Architecture;School of Civil Engineering,Hefei Universitg of Technology;

【机构】 安徽建筑工业学院土木工程学院合肥工业大学土木工程学院

【摘要】 采用LS-DYNA软件对含不同密度聚苯乙烯泡沫(EPS)颗粒夹层的隧道结构进行了抗爆性能研究。通过对不同点的压强结果进行分析表明:EPS颗粒夹层对应力波的衰减起到很好的作用;压强衰减率随EPS颗粒密度的增加而增加;同时EPS颗粒夹层能降低由隧道自由面冲击波反射产生的拉应力。建立了与EPS颗粒密度和相对距离相关的压强衰减率的数学模型。

【Abstract】 In order to analyze the properties of tunnel constructions including EPS granular against blast loading,LSDYNA is employed to study the anti-explosion effect of embedded EPS geofoam of different density in tunnel constructions. The results of hydrostatic pressure at different points show that the existence of EPS geofoam inclusions has important effects on the attenuation of stress-waves in tunnel constructions; with the increase of the density of EPS geofoam inclusions,the decay rate for the hydrostatic pressure increases monotonically; the EPS geofoam inclusions reduce the tension stress at the top of the tunnel. An empirical formula is proposed to correlate the decay rate with the density of geofoam inclusion and the relative distance.

【基金】 “十二五”国家科技支撑计划(2012BAJ08B00)
  • 【文献出处】 防护工程 ,Protective Engineering , 编辑部邮箱 ,2012年03期
  • 【分类号】U452
  • 【下载频次】42
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