多层钢筒结构在内部强爆炸作用下变形行为的数值模拟
Numerical Simulation on Deformation Behavior of Multi-Layers Steel Cylindrical Structure Under Internal Intense Blast Loading
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摘要: 多层防护结构常用于需要抵抗爆炸冲击的场合,如何快速准确地预测其在内部强爆炸作用下的响应行为是当前急需解决的问题. 针对Q345钢制成的多层防护结构,基于有限元软件LS-DYNA,分别采用CONWEP算法和流固耦合算法进行了3种装药量爆炸下的模拟分析,并与实验结果进行对比,验证了数值模拟的有效性. 结果表明,当装药比例距离大于0.152 m/kg<sup<1/3</sup<时,采用CONWEP算法施加爆炸载荷,可简单可靠地预测多层防护结构受爆炸冲击的响应行为. 采用多层结构后,内部各层通过塑性变形吸收了作用于结构上约90%的能量.Abstract: Multi-layer structures are commonly used to resist explosive shock wave. It is urged to rapidly and accurately predict the dynamic response of the multilayer protective structure under internal intense blast loading. Based on the FEA software LS-DYNA, the dynamic response of multilayer protective structure which was made by Q345 steel under three different charges mass was analyzed by using CONWEP and ALE model. Comparing with the experimental results, the validity of the numerical simulation had been proved. It is concluded that, under large charge scaled distance(<0.152 m/kg<sup<1/3</sup<), the dynamic behavior of multilayer protective structure can be predicted credibly and simply by using CONWEP model. The explosion energy is transferred from layer to layer through collision by using the multi-layer structure. The inner layers absorb about 90% of the total energy applied to the structure by plastic deformation.
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