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Untersuchung der Schutzwirkung von auf Gabionen- wänden montierten Leitblechen gegen Explosionen

机译:对爆炸围岩围裙安装挡板保护效果的调查

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摘要

This study shows experimental and numerical investigations on the effectiveness of various blast wall configurations in mitigating the blast loads. The blast walls are composed of a gabion wall with a canopy made of metal sheets, which is mounted at the top of the gabion wall with different angles of inclination. Three experiments were conducted for each configuration. Numerical models are developed and validated against the experimental data. For reasons of cost and space, blast walls with a small width (2 m) were tested in the experiments. This leads to the super position between the vertical air flow over the top of the wall and the horizontal air flow around the sides of the wall behind the wall. This was investigated numerically. Subsequently, long walls, as they are needed in practice, were numerically simulated. Two observations arisen from the studies of blast walls having infinite width. Firstly, the canopies can significantly reduce the intensity of the shock wave behind the blast wall. Secondly, the configuration with a canopy arranged 45 degrees facing the charge shows the best performance in mitigating the blast loads among all three configurations. It offers an overpressure (impulse) reduction ranging from 55.0 % to 86.0 % (from 45.7 % to 63.8 %) at the gauges employed in the experiments, compared to the free field scenario.
机译:本研究表明了对减轻爆破载荷的各种爆破壁配置的实验性和数值研究。爆破壁由带有由金属板制成的顶篷制成的侏型壁组成,该顶篷安装在船长壁的顶部,具有不同的倾斜角度。对每种配置进行三个实验。对实验数据开发并验证了数值模型。出于成本和空间的原因,在实验中测试了宽度宽度(2米)的爆破壁。这导致垂直空气流在墙顶上的垂直空气流之间的超位置以及围绕墙壁的墙壁的水平空气流动。这是数值调查的。随后,在实践中需要的长壁在数值上进行了数值模拟。从具有无限宽度的爆破墙的研究产生的两个观察结果。首先,檐篷可以显着降低冲击墙后面的冲击波的强度。其次,具有三个面向电荷的顶篷布置的结构的配置显示了在所有三种配置中减轻爆破载荷的最佳性能。与自由田情景相比,它提供了在实验中所采用的仪表中的55.0%至86.0%(从45.7%至63.8%的45.7%至63.8%的脉冲减少。

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