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HMX/F_(2641)混合炸药输出钢凹值与爆压关系的研究 被引量:2
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作者 吕春玲 狄建华 刘玉存 《华北工学院学报》 2000年第4期368-370,共3页
目的 探讨混合炸药 HMX/F2 6 4 1 的输出钢凹值与爆压的关系 .方法 在小隔板试验测定混合炸药HMX/F2 6 4 1 钢凹值的基础上 ,用爆速法及相关理论来确定钢凹值与爆压的关系 .结果  给出混合炸药HMX/F2 6 4 1 的钢凹值与爆压的关系公... 目的 探讨混合炸药 HMX/F2 6 4 1 的输出钢凹值与爆压的关系 .方法 在小隔板试验测定混合炸药HMX/F2 6 4 1 钢凹值的基础上 ,用爆速法及相关理论来确定钢凹值与爆压的关系 .结果  给出混合炸药HMX/F2 6 4 1 的钢凹值与爆压的关系公式及其适用范围 .结论 在测定 HMX/F2 6 4 1 钢凹值的基础上 ,可利用钢凹值与爆压的函数关系计算出爆压来定量表征混合炸药能量输出的大小 . 展开更多
关键词 混合炸药 钢凹值 能量输出 爆速法
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带壳钝感炸药非理想爆轰实验研究 被引量:8
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作者 赵继波 谭多望 +5 位作者 赵锋 方青 何智 李强 高宁 林俊 《含能材料》 EI CAS CSCD 2005年第4期217-221,共5页
采用光电测试的方法,研究了钝感炸药的约束效应。实验结果表明,增加约束不能显著提高炸药的定态爆速,但可以使波阵面变得扁平;在装药直径相同的情况下,有约束和无约束的装药相比,有约束装药波阵面上各点法向爆速提高;约束对爆轰波波阵... 采用光电测试的方法,研究了钝感炸药的约束效应。实验结果表明,增加约束不能显著提高炸药的定态爆速,但可以使波阵面变得扁平;在装药直径相同的情况下,有约束和无约束的装药相比,有约束装药波阵面上各点法向爆速提高;约束对爆轰波波阵面的这种影响起主要作用的是约束材料的波阻抗,随着约束波阻抗的增大,这种影响更加显著。 展开更多
关键词 炸力学 约束效应 定态波形 钝感炸药 实验研究 非理想 装药直径 波阵面 光电测试
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典型同轴双元装药爆轰波传播特性试验研究 被引量:1
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作者 沈飞 罗一鸣 +1 位作者 余文力 王煊军 《火炸药学报》 EI CAS CSCD 北大核心 2022年第3期412-418,共7页
为了探究同轴双元装药的爆轰波传播特性,采用C-J爆速差为1.81mm/μs的两种含铝炸药制备了两种典型结构的同轴双元装药,通过高速扫描法和电测法分别获取了其爆轰波形演变过程、滑移爆速,并分析了波形特征、法向爆速等参量的分布规律。结... 为了探究同轴双元装药的爆轰波传播特性,采用C-J爆速差为1.81mm/μs的两种含铝炸药制备了两种典型结构的同轴双元装药,通过高速扫描法和电测法分别获取了其爆轰波形演变过程、滑移爆速,并分析了波形特征、法向爆速等参量的分布规律。结果表明,爆轰波形的演变主要发生在低爆速炸药中,波形稳定后,低爆速炸药(DNAN基含铝炸药DRLU)的轴向爆速等于高爆速炸药(DNTF基含铝炸药DOL);当低爆速炸药位于内层时,其波形为聚心状,根据其法向爆速逐渐增大的趋势,可将其划分为初始区域、强爆轰区域、汇聚区域,其中,初始区域的法向爆速低于C-J爆速,其药量约占36%,汇聚区域药量最小,仅占5%,但其爆轰强度最高;当低爆速炸药位于外层时,其波形为散心状,仅可将其划分为初始区域、强爆轰区域,其中,初始区域的药量约占77%,且强爆轰区域的法向爆速仅略高于其C-J爆速。 展开更多
关键词 炸力学 双元装药 含铝炸药 轰波 C-J
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Location of high seismic activity zones and seismic hazard assessment in Zabrze Bielszowice coal mine using passive tomography 被引量:35
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作者 LURKA A 《Journal of China University of Mining and Technology》 2008年第2期177-181,共5页
In the paper results of passive tomography calculations have been presented to assess rockburst hazard and locate high seismic activity zones in the vicinity of longwall 306 in Zabrze Bielszowice coal mine. The area o... In the paper results of passive tomography calculations have been presented to assess rockburst hazard and locate high seismic activity zones in the vicinity of longwall 306 in Zabrze Bielszowice coal mine. The area of study was 1000 m in X direction by 900 m in Y direction. The zones of high values of P-wave propagation velocity have been found to correlate with the distribution of large seismic tremors. 展开更多
关键词 seismic tomography seismic hazard seismic P-wave velocity rockbursts evolutionary algorithms
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Experiment study on the propagation laws of gas and coal dust explosion in coal mine 被引量:2
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作者 SI Rong-jun LI Run-zhi +1 位作者 WANG Lei WU Zi-ke 《Journal of Coal Science & Engineering(China)》 2009年第3期262-266,共5页
The experiment of gas and coal dust explosion propagation in a single lanewaywas carried out in a large experimental roadway that is nearly the same with actual environmentand geometry conditions.In the experiment,the... The experiment of gas and coal dust explosion propagation in a single lanewaywas carried out in a large experimental roadway that is nearly the same with actual environmentand geometry conditions.In the experiment,the time when the gas and coal dustexplosion flame reaches test points has a logarithmic function relation with the test pointdistances.The explosion flame propagation velocity rises rapidly in the foreside of the coaldust segment and comes down after that.The length of the flame area is about 2 timesthat of the original coal dust accumulation area.Shock wave pressure comes down to therock bottom in the coal dust segment,then reaches the maximum peak rapidly and comesdown.The theoretical basis of the research and assemble of across or explosion is suppliedby the experiment conclusion.Compared with gas explosion,the force and destructiondegree of gas and coal dust explosion is much larger. 展开更多
关键词 gas and coal dust explosion flame propagation velocity the maximum explosion pressure flame area
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Measurement and characteristics of ground vibration caused by blasting demolition of urban overpass
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作者 Hu Jinjun Yang Yongqiang Guan Yingjun 《Engineering Sciences》 EI 2014年第6期100-106,共7页
To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- bratio... To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- brations. Through the analysis of peak acceleration, peak frequency and duration, results indicated that the ver- tical component of vibration is the most important in the region close to the collapse point; the collapse of bridge segments will lead to superposition of ground vibration, and isolation measures can reduce the peak ac- celeration but increase the duration of vibration; blasting and collapse vibration cause no damage to the re- served structure which indicates that blastin~ demolition is a safe and effective method. 展开更多
关键词 blasting demolition urban overpass COLLAPSE ground vibration ACCELERATION
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