土中爆炸作用下箱涵动力响应的SPH-FE耦合分析

Coupled SPH-FE analysis for dynamic response of box culvert subjected to subsurface blast

采用SPH与FE耦合的数值分析技术,SPH法用于模拟爆破近域土体,FE法用于模拟远场土体和钢筋混凝土箱涵,研究了土中爆炸作用下钢筋混凝土箱涵的动力响应。研究结果表明:箱涵损伤区域及损伤程度与土中爆炸位置密切相关;不同爆炸位置下箱涵受力和变形规律存在较大差异,尤其是边墙中间位置,受土体变形流动影响,爆炸位置的不同会引起明显的二次加载和拉压变化。SPH与FE耦合分析技术可以满足土中爆炸对结构物影响问题的计算效率和工程分析要求。

A fully coupled numerical analysis technology is used to simulate the response of a largescale box culvert under blast load, in which SPH method is adopted to model the near field medium, while FEM is used to model the far field soil and reinforced concrete box culvert. The results show that the damage position and degree are closely related to charge relative position to box culvert. There is an obvious difference among stress and deformation of box culvert under different detonation. Especially at the center position of the wall, there is an obvious effect of soil flow on reload and change of stress under different detonation. The final conclusion show that the coupled SPH-FE analysis technology can satisfy calculation efficiency and engineering requirements.