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Analysis of FSI effects of blast loaded flexible structures

机译:爆炸荷载作用下柔性结构的FSI效应分析

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This paper investigates the influence of fluid-structure interaction (FSI) and aerodynamic damping on the structural response of systems subjected to blast loads. Considering FSI effects results in a different reflected pressure profile for flexible systems when compared to the classical approach in protective design neglecting any interaction effects (rigid reflection of blast pressure load). The structural properties mass and eigen frequency determine the FSI influence. The general assumption of rigid reflection is usually on the safe side but results in a significant overestimation of displacements and internal forces. Considering FSI and aerodynamic damping, the engineer can assess the structural behavior of flexible structures more accurately. The derived FSI model is valid for the analysis of weak shocks having a reflection coefficient of approximately 2. The numerical examples underline the effects of FSI and aerodynamic damping on the reflected pressure profile and on the displacements.
机译:本文研究了流体结构相互作用(FSI)和气动阻尼对爆炸载荷系统的结构响应的影响。与传统的保护设计中忽略任何相互作用效应(爆炸压力载荷的刚性反射)的方法相比,考虑FSI效应会导致柔性系统的反射压力曲线有所不同。结构质量和本征频率决定了FSI的影响。刚性反射的一般假设通常是安全的,但是会导致对位移和内力的明显高估。考虑FSI和空气动力学阻尼,工程师可以更准确地评估柔性结构的结构性能。导出的FSI模型对于分析反射系数大约为2的微弱冲击是有效的。这些数字示例强调了FSI和空气动力学阻尼对反射压力分布和位移的影响。

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