多次水下爆炸载荷下钛合金加筋圆柱壳动态响应分析

Dynamic response analysis of titanium alloy stiffened cylindrical shells under multiple underwater explosions

  • 摘要: 【目的】探究钛合金加筋圆柱壳在连续水下爆炸载荷作用下的动态响应特性,为提升水下作战武器毁伤能力及结构抗爆防护设计提供参考。【方法】本文采用ALE流固耦合算法建立钛合金加筋圆柱壳数值模型,并通过LS-DYNA的完全重启动技术实现多次爆炸载荷的连续加载;通过与试验结果的对比,该仿真方法计算得到的结构变形量与试验值的相对误差仅为6.14%;基于验证后的仿真方法,探究了连续水下爆炸载荷加载对结构动态响应的影响。【结果】通过对结果的分析可知,受近场球面波效应及空化截断效应的影响,结构获取的有效冲量随冲击因子增大呈非线性特征;重复加载爆炸载荷时,高冲击因子载荷会引发结构的损伤突变,第二次爆炸后变形激增的现象反映了初始缺陷对结构承载能力的削弱;加载顺序对结构的动态响应结果具有重要影响,先施加高冲击因子载荷的加载顺序可更有效降低结构刚度并提升后续载荷的毁伤效果。【结论】钛合金加筋圆柱壳在多次水下爆炸下的动态响应具有强烈的非线性特征,结构毁伤状态并非各次载荷的线性叠加。研究结果可为钛合金加筋壳体的抗爆设计及水下武器的毁伤效能设计提供参考。

     

    Abstract: Objectives To investigate the dynamic response characteristics of stiffened titanium alloy cylindrical shells under continuous underwater explosion loads, so as to provide a reference for improving the damage capability of underwater combat weapons and the anti-explosion protection design of structures. Methods Firstly, an ALE fluid-structure interaction algorithm is used to establish a numerical model of stiffened titanium alloy cylindrical shells, and the continuous loading of multiple explosion loads is realized by the full restart technology of LS-DYNA. Subsequently, compared with the experimental results, the relative error between the structural deformation calculated by this simulation method and the experimental value is only 6.14%. Finally, the influence of continuous underwater explosion load loading on the structural dynamic response is studied through simulation. Results The analysis of the results shows that affected by the near-field spherical wave effect and cavitation truncation effect, the effective impulse obtained by the structure presents nonlinear characteristics with the increase of the impact factor. Under repeated explosion loading, high-impact-factor loads will cause sudden damage to the structure, and the sharp increase of deformation after the second explosion reflects the weakening of the structural load-bearing capacity by initial defects. The loading sequence has an important influence on the dynamic response of the structure. Applying high-impact-factor loads first can more effectively reduce the structural stiffness and improve the damage effect of subsequent loads. Conclusions The dynamic response of stiffened titanium alloy cylindrical shells under multiple underwater explosions has strong nonlinear characteristics, and the structural damage state is not a linear superposition of each load. The research results can provide a reference for the anti-explosion design of stiffened titanium alloy shells and the damage efficiency design of underwater weapons.

     

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