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Numerical simulations and field validation tests for shock waves' propagation

机译:冲击波传播的数值模拟和现场验证测试

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At the BAM test range in Horstwalde a number of field trials were conducted with a HE to investigate the free field propagation of shock waves and that resulting from reflection at structure surfaces. In addition, the behavior of the structure under the effect of the dynamic pressure waves after explosion was studied. For both the tests, (a) with a 30 cm thick re-inforced-concrete wall and (b) in free field, pressure was measured over the entire test duration with piezoelectric sensors at distances of 5. 10 and 15 m from the detonation center for a range of HE quantities. Apart from this, high speed footage of the tests was recorded as well. Corresponding to the field tests, numerical simulations of HE detonation were performed using APOLLO BLASTSIMULATOR. a CFD tool developed by Fraunhofer Institute for High-Speed Dynamics. Ernst-Mach-Institute. The accuracy of the simulation results as well as the computing times depend on the spatial grid resolution. The outputs of grid-independence study demonstrated that the peak pressure is higher and the pressure-rise is steeper for simulation runs with a finer grid. Remarkably however, the exponential pressure decline is independent of the grid resolution. Advantage was taken of this feature to obtain improved peak pressure values from comparatively coarser grids, in that curve-fitting was performed using the Friedlander Equation, which is well documented in literature. The simulation results for pressure-time histories were compared with the field-test results at the corresponding measurement positions. The two data sets showed good correlation in case of scaled distances greater than 5 Im/kg~(1/3) for both peak pressure and impulse values. This conclusion could be drawn for both trial-types: free-field and with reflection wall. The near field region, on the other hand, necessitates further investigation for the validation of numerical simulation.
机译:在霍斯特瓦尔德(Horstwalde)的BAM测试范围内,用HE进行了许多现场试验,以研究冲击波的自由场传播以及结构表面反射产生的自由场传播。此外,还研究了爆炸后动压力波作用下结构的行为。对于这两个测试,(a)带有30厘米厚的钢筋混凝土墙,(b)在自由场中,使用压电传感器在整个测试持续时间内测量距爆震5. 10和15 m的压力。中心以获取一系列HE量。除此之外,还记录了测试的高速录像。对应于现场测试,使用APOLLO BLASTSIMULATOR进行了HE爆轰的数值模拟。由弗劳恩霍夫高速动力学研究所开发的CFD工具。恩斯特·马赫研究所。仿真结果的准确性以及计算时间取决于空间网格分辨率。网格独立性研究的结果表明,在使用更精细的网格进行模拟运行时,峰值压力更高,压力上升更陡峭。但是,值得注意的是,指数压力下降与网格分辨率无关。利用此功能可以从相对较粗糙的网格中获得改进的峰值压力值,因为使用弗里德兰德方程进行了曲线拟合,这在文献中已得到充分证明。将压力-时间历史的模拟结果与相应测量位置的现场测试结果进行了比较。如果峰值距离和脉冲值的标度距离均大于5 Im / kg〜(1/3),则这两个数据集显示出良好的相关性。可以针对两种试验类型得出此结论:自由场和带反射壁。另一方面,近场区域需要进一步研究以验证数值模拟。

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