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圆筒装置内爆炸压力载荷特性实验研究
引用本文:李芝绒,王胜强,蒋海燕,张玉磊,袁建飞.圆筒装置内爆炸压力载荷特性实验研究[J].爆炸与冲击,2019,39(10).
作者姓名:李芝绒  王胜强  蒋海燕  张玉磊  袁建飞
作者单位:西安近代化学研究所,陕西西安710065;西安近代化学研究所,陕西西安710065;西安近代化学研究所,陕西西安710065;西安近代化学研究所,陕西西安710065;西安近代化学研究所,陕西西安710065
摘    要:为了研究密闭环境压力载荷波形特征和分布规律,开展了长径比2∶1圆筒装置的TNT装药内爆炸实验,获取了圆筒壁面、端盖板表面的压力载荷数据,结合仿真计算结果,研究了圆筒壁面、端盖板上压力载荷波形特征和形成机理,建立了压力载荷峰值的表征模型,并开展了模型验证。结果表明,圆筒壁面与盖板压力载荷波形不完全相同,壁面压力载荷按照爆心距由近到远,从显著的单波峰向多峰值变化,在近场区域压力载荷衰减特性与一定炸高自由地面冲击波类似;盖板上压力载荷呈多波峰特点,中心区域压力载荷最大峰值大于首峰值的3倍,角隅区域大于首峰值6倍;圆筒壁面上的压力载荷最大峰呈现凹型分布规律。该研究结果可为密闭环境内爆载荷的特性分析和结构毁伤评估提供参考。

关 键 词:内爆炸压力载荷  圆筒装置  多波峰  最大波峰
收稿时间:2018-08-31

Experimental studies on characteristics of explosion pressure loadin cylinder apparatus
Abstract:In order to study explosion pressure load distribution characteristics in closed environment, a TNT charge internal explosion experiment of cylinder apparatus with an aspect ratio of 2∶1 was carried out. Pressure load data of the cylinder wall and cover plate were obtained, and the pressure load characteristics and distribution laws of the wall and cover plate were analyzed combining the simulation results. The model of peak pressure load was established and validated. The results show that the pressure load waveforms of the cylinder wall and cover plate are not exactly identical, and the cylinder wall pressure load changes from obvious single wave peak to multiple peak values as the distance to explosion center increasing. The attenuation characteristics of pressure load in the near-field area were similar to that of a free ground blast wave with certain explosion height. The pressure load of the cover plate shows a characteristic of multiple wave peaks, of which, the maximum peak of the pressure load in the central area is 3 times larger than the first peak value, and the corner part is 6 times larger than the first peak value. The maximum peak of the pressure load on the cylinder wall shows a concave distribution. The results of this study can provide reference for the analysis of the internal explosion pressure load and evaluation of the structure damage.
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