The distribution law of shock wave pressure in typical trenches

IF 0.7 Q4 ENGINEERING, MECHANICAL Journal of Vibroengineering Pub Date : 2024-03-12 DOI:10.21595/jve.2023.23705
F. Shang, Liangquan Wang
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Abstract

Trenches, as important practical military facilities, have important theoretical and military value in evaluating the damage power of ammunition, operational application, and effective safety protection of personnel on the battlefield through the spatiotemporal evolution of explosive shock waves within them. At present, there is a lack of in-depth research on the distribution and impact of overpressure inside the trench. The paper constructed a typical finite element simulation model of a trench, numerically calculated the shock wave overpressure inside the trench and on the wall, analyzed the spatiotemporal distribution of shock wave pressure in various parts of the trench, conducted on-site explosion tests, and installed shock wave pressure sensor measurement points in the trench. The pressure time history curve was obtained, and verified and compared with the simulation calculation results. Research data shows that the peak overpressure of the shock wave in the trench increases sequentially from the front wall to the back wall. The peak overpressure of the shock wave at the front wall attenuates by 10 % to 20 % compared to the inside of the trench, and increases by 40 % to 60 % at the back wall; The peak overpressure in the trench exhibits a “V-shaped” distribution at different depths, decreasing first and then increasing as the depth increases. The maximum overpressure peak increases by 40 % to 50 % compared to the minimum; Based on simulation and measured data in the trench, as well as the distribution law of shock wave pressure, safety protection suggestions for on-site combat personnel in the trench are provided.
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典型沟槽中冲击波压力的分布规律
堑壕作为重要的实用军事设施,通过堑壕内爆炸冲击波的时空演化,对评价战场上弹药的毁伤力、作战运用和人员的有效安全防护具有重要的理论和军事价值。目前,对堑壕内超压的分布和影响缺乏深入研究。本文构建了典型的堑壕有限元仿真模型,数值计算了堑壕内和壕壁上的冲击波超压,分析了冲击波压力在堑壕各部位的时空分布,进行了现场爆炸试验,并在堑壕内设置了冲击波压力传感器测点。获得了压力时间历史曲线,并与模拟计算结果进行了验证和比较。研究数据表明,冲击波在坑道内的峰值超压从前壁到后壁依次增加。前壁的冲击波峰值超压比沟槽内部衰减 10% 至 20%,后壁则增加 40% 至 60%;沟槽内的峰值超压在不同深度呈 "V "形分布,随着深度的增加先减小后增大。与最小值相比,最大超压峰值增加了 40% 至 50%;根据战壕内的模拟和实测数据以及冲击波压力的分布规律,为战壕内的现场作战人员提供了安全防护建议。
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来源期刊
Journal of Vibroengineering
Journal of Vibroengineering 工程技术-工程:机械
CiteScore
1.70
自引率
0.00%
发文量
97
审稿时长
4.5 months
期刊介绍: Journal of VIBROENGINEERING (JVE) ISSN 1392-8716 is a prestigious peer reviewed International Journal specializing in theoretical and practical aspects of Vibration Engineering. It is indexed in ESCI and other major databases. Published every 1.5 months (8 times yearly), the journal attracts attention from the International Engineering Community.
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