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Computer-aided modeling of the protective effect of explosion relief vents in tunnel structures

机译:隧道结构泄爆孔保护作用的计算机辅助建模

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This paper aims at contributing to the efficient design of explosion protection systems against confined explosions. The issue addressed concerns the quantitative estimation of the protective effect of explosion relief vents in the case of confined explosions inside tunnels. A series of virtual experiments performed by computer simulation, revealed how the number of vents, their diameter, as well as the angle between the vents and the tunnel, influences the blast wave attenuation. The computational study was performed considering a complicated large-scale tunnel configuration with branches on its half portion. The purpose was the calculation of the attenuation effect due to the presence of vents by comparing the total explosion-specific impulse developing at antidiametric positions inside the tunnel. Simulations were carried out via a three-dimensional numerical model built in the computational fluid dynamics code CFX 5.7.1, which has been validated in previous papers against experimental overpressure histories data demonstrating reasonable performance. Computer results showed that the use of branch vents provides an effective method for shock wave attenuation following an explosion, whereas their statistical elaboration revealed that the attenuation is mainly affected by the number of vents and their diameter. In contrast, the angle between the side vents and the main tunnel appeared to slightly affect the pressure wave weakening. Eventually, the quantitative influence of the above parameters was effectively illustrated in functional diagrams, so that the total attenuation effect may be promptly estimated, if the design variables are known. In addition, two statistical models with reasonable fitting to the calculated data are proposed, which express the attenuation effect as a dependent variable of the design variables including their interactions.
机译:本文旨在为防爆系统的有效设计做出贡献,以防止密闭爆炸。所解决的问题涉及在隧道内部密闭爆炸的情况下对泄压口的防护效果的定量估计。通过计算机模拟进行的一系列虚拟实验揭示了通风孔的数量,其直径以及通风孔与隧道之间的角度如何影响爆炸波的衰减。进行计算研究时考虑了复杂的大型隧道结构,其一半为分支。目的是通过比较在隧道内部反直径位置处产生的总爆炸特定脉冲来计算由于存在通风孔而引起的衰减效应。通过建立在计算流体力学代码CFX 5.7.1中的三维数值模型进行了仿真,该模型已在先前的论文中针对证明合理性能的实验过压历史数据进行了验证。计算机结果表明,使用分支通风口为爆炸后的冲击波衰减提供了一种有效的方法,而其统计工作表明,衰减主要受通风口数量和直径的影响。相比之下,侧通风口和主通道之间的角度似乎稍微影响了压力波的减弱。最终,在功能图中有效地说明了上述参数的定量影响,因此,如果已知设计变量,则可以迅速估计总衰减效果。此外,提出了两个与计算数据合理拟合的统计模型,它们表示衰减效应作为设计变量的因变量,包括它们之间的相互作用。

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