Numerical Simulation on Displacement of the Fluid Mortar through Explosive Lining in Soil

机译：土壤中爆炸衬里流体砂浆移位的数值模拟

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Explosive lining is simplified as an axisymmetric problem. Using DYNA-2D commercial program, the displacements variation of mortar with time during the explosive lining is analyzed by numerical simulation. The numerical simulation results meet the on-site experiment results. Research indicates that fluid mortar could be pressured into a stable lining structure through explosive lining. Free face is one of the important factors influencing shape of the lined shell.

机译：爆炸衬里被简化为轴对称问题。使用DYNA-2D商业计划，通过数值模拟分析了爆炸衬里期间随时间的砂浆的位移变化。数值模拟结果符合现场实验结果。研究表明，通过爆炸性衬里可以将流体砂浆压在稳定的衬里结构中。自由脸是影响衬里壳形状的重要因素之一。

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《International Seminar on Propellants, Explosives and Pyrotechnics》|2003年||共4页
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WANG Hailiang; GUO Zengqiang; YE Chaoliang; LI Hongjian; Beijing Institute of Technology;
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中图分类爆破器材、烟火器材、火炸药;
关键词
explosive lining; mortar; displacement; numerical simulation;

机译：爆炸衬里;砂浆;位移;数值模拟;
入库时间 2022-08-21 11:55:17

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机译：结构与流体和土壤瞬态相互作用的新数值策略

Numerical Simulation on Displacement of the Fluid Mortar through Explosive Lining in Soil

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