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首页> 外文期刊>Journal of Sandwich Structures and Materials >Impact and Damage Prediction of Sandwich Beams with Flexible Core Considering Arbitrary Boundary Effects
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Impact and Damage Prediction of Sandwich Beams with Flexible Core Considering Arbitrary Boundary Effects

机译:考虑任意边界效应的柔性夹芯夹芯梁的冲击和损伤预测

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摘要

In this study, a higher-order impact sandwich beam model is presented to simulate the response of a soft-core sandwich beam subjected to a foreign object impact. The effects of asymmetric lay-up of the sandwich and arbitrary boundary conditions are accounted for in the analysis, and the solution is obtained by employing a finite difference method (FDM). A static and free vibration problem of sandwich beams is first solved, and the results are validated by comparing with the numerical finite element predictions of ABAQUS. The validity of the impact response is then examined using the LS-DYNA model. The contact force and deflection history as well as the propagation of axial, shear, and transverse normal stresses in the sandwich beams during the impact are analyzed. The local effect at the boundary and the loading location is captured by the present model, and the influences of boundary conditions (i.e., the top face sheet free and the bottom pin-pin supported versus both the top and bottom face sheets clamped) and the load spreading process on the impact behavior are discussed. The calculated stresses under the foreign object impact are further incorporated with the failure criteria to assess the failure location, time, and mode in the sandwich beams. The damage induced by the impact process is predicted and comprehensively compared with the experimental results. The higher-order impact model of sandwich beams with the FDM provides accurate predictions of the generated stresses and induced damage, and it can be used effectively in design analysis of anti-impact structures made of sandwiches.
机译:在这项研究中,提出了一个高阶冲击夹层梁模型来模拟软芯夹层梁在异物冲击下的响应。分析中考虑了夹层不对称铺设和任意边界条件的影响,并通过使用有限差分法(FDM)获得了解决方案。首先解决了夹层梁的静,自由振动问题,并与ABAQUS的数值有限元预测结果进行了比较,验证了结果。然后使用LS-DYNA模型检查冲击响应的有效性。分析了在冲击过程中夹层梁的接触力和挠曲历史,以及轴向,剪力和横向法向应力的传播。本模型捕获了边界和加载位置的局部效应,以及边界条件的影响(即顶部面板自由和底部销钉支撑与顶部和底部面板夹紧)。讨论了载荷分布过程对冲击行为的影响。异物撞击下的计算应力进一步与破坏准则结合在一起,以评估夹层梁的破坏位置,时间和模式。可以预测冲击过程引起的破坏,并与实验结果进行全面比较。带有FDM的夹层梁的高阶冲击模型提供了所产生应力和诱发损伤的准确预测,可有效地用于由夹层构成的抗冲击结构的设计分析中。

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