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温压炸药爆炸冲击波在坑道内的传播规律研究

     

摘要

温压炸药爆炸冲击波对坑道内的人员和设备构成严重威胁.在TNT爆炸试验数据验证的基础上,利用AUTODYN软件建立了炸药堵口爆炸的数值计算模型.基于JWL-Miller能量释放模型计算原理,通过与TNT冲击波的对比,研究了某型温压炸药爆炸冲击波在坑道内的传播特性;通过与空旷地面爆炸冲击波的对比,研究了坑道对温压炸药爆炸冲击波的约束作用.研究结果表明:温压炸药具有更大的破坏威力,温压炸药的超压峰值和正相冲量平均为TNT的1.91倍和1.82倍,其超压和冲量等效TNT当量系数分别为1.94和2.21;坑道对温压炸药冲击波的约束作用明显,其超压峰值和正相冲量平均值分别为空旷地面上的13.55倍和15.21倍.%Blast wave of thermobaric explosive is a serious threat to personnel and equipment inside a tunnel.Firstly,based on TNT blast test data verification,a numerical calculation model for an explosion entrance was established with the software AUTODYN.Secondly,the blast wave propagation characteristics inside a tunnel of thermobaric explosive whose state equation was described with JWL-Miller energy release model were studied through comparing with those of TNT blast wave.The constraint effect of a tunnel on the blast wave of thermobaric explosive was also investigated through comparing the propagation characteristics of thermobaric explosive side a tunnel with those on unconstrained ground.The results showed that thermobaric explosive has a greater destructive power;the average peak overpressure and positive phase impulse of thermobaric blast wave arel.91 times and 1.82 times of those of TNT,respectively;the equivalent coefficients of average overpressure and impulse of TNT for thermobaric explosive arel.94 and 2.21,respectively;the tunnel constrain effect on the blast wave of thermobaric explosive is obvious,the average peak overpressure and positive impulse of thermobaric shock wave in a tunnel are 13.55 times and 15.21 times of those on unconstrained ground.

著录项

  • 来源
    《振动与冲击》|2017年第5期|23-29|共7页
  • 作者单位

    后勤工程学院土木工程系,重庆401311;

    后勤工程学院土木工程系,重庆401311;

    后勤工程学院岩土力学与地质环境保护重庆市重点实验室,重庆401311;

    后勤工程学院土木工程系,重庆401311;

    后勤工程学院岩土力学与地质环境保护重庆市重点实验室,重庆401311;

    后勤工程学院土木工程系,重庆401311;

  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类 应用爆炸力学;
  • 关键词

    温压炸药; 冲击波; 坑道; JWL-Miller状态方程;

  • 入库时间 2023-07-24 21:35:21

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