Probabilistic analysis of near-field blast loads considering fireball surface instabilities and stochastic detonator location

IF 6.3 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2024-08-12 DOI:10.1016/j.strusafe.2024.102522
Ye Hu , Yanchao Shi , S.E. Rigby , Li Chen
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Abstract

High speed video analysis of near-field explosive detonations displays distinct stages of emergent hydrodynamic instabilities in the fireball/shock-air interface. Typically, beyond 10 charge radii, the instabilities experienced large growths giving rise to more chaotic behaviour of the interface and thus an increasing uncertainty in surface velocity. These surface instabilities are suggested as the primary cause of blast parameter variability in the near-field. However, as a deterministic tool, numerical simulation of the detonation process and subsequent blast wave propagation is not able to replicate the stochastic nature of fireball surface instabilities and hence near-field blast parameter variability. Therefore, it is necessary to develop new methods to simulate and characterise the stochastic features of the fireball/shock-air interface. This paper proposes an algorithm to generate an explosive charge element with random shape in finite element model in order to simulate irregularities in the fireball/shock-air interface, and therefore produce variabilities comparable to those from direct observation. The effect of chaotic fireball/shock-air interface on near-field loading is explored through a large number of numerical simulations in order to investigate the statistical distribution of parameters including peak overpressure and impulse. Subsequently, the effect of stochastic detonator location is explored in a similar manner. A computational procedure based on the Monte Carlo Method is proposed to establish a probabilistic model of near-field blast loads, termed PSL-Blast. The reliability of design blast loads calculated using the UFC 3-340-02 design manual is then estimated using PSL-Blast, which suggests that reliability decreases with decreasing scaled distance. Finally, reliability-based safety factors of blast loads are calculated based on different blast settings.

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考虑火球表面不稳定性和随机雷管位置的近场爆炸载荷概率分析
近场炸药爆炸的高速视频分析显示了火球/冲击波-空气界面出现流体力学不稳定性的不同阶段。通常情况下,超过 10 个装药半径后,不稳定性会大幅增加,导致界面行为更加混乱,从而增加了表面速度的不确定性。这些表面不稳定性被认为是近场爆炸参数变化的主要原因。然而,作为一种确定性工具,对爆炸过程和随后的爆炸波传播进行数值模拟无法复制火球表面不稳定性的随机性质,因此也无法复制近场爆炸参数的可变性。因此,有必要开发新的方法来模拟和描述火球/冲击波-空气界面的随机特征。本文提出了一种在有限元模型中生成具有随机形状的爆炸装药元素的算法,以模拟火球/冲击气界面的不规则性,从而产生与直接观测结果相当的变异性。通过大量的数值模拟,探讨了混沌火球/冲击气界面对近场加载的影响,以研究包括峰值超压和脉冲在内的参数的统计分布。随后,以类似方式探讨了随机雷管位置的影响。提出了一种基于蒙特卡洛法的计算程序,以建立近场爆炸荷载的概率模型,称为 PSL-Blast。然后使用 PSL-Blast 对使用 UFC 3-340-02 设计手册计算的设计爆炸荷载的可靠性进行了估算,结果表明可靠性会随着缩放距离的减小而降低。最后,根据不同的爆炸设置计算出基于可靠性的爆炸荷载安全系数。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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