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Vibration correlation technique for the buckling load prediction of composite sandwich plates with iso-grid cores

机译:振动关联技术的等格网格复合夹层板屈曲载荷预测

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One of the most effective nondestructive methods to estimate the buckling load of imperfection sensitive thin walled structures is vibration correlation technique (VCT). Although this technique can determine the buckling load for several types of structures without reaching the instability point, it is still under development for composite sandwich plates and shells. In this paper, experimental and numerical verification of VCT approach are presented for the estimation of the buckling load of the composite sandwich plates with iso-grid cores loaded in compression. In the experimental section, four specimens are designed and fabricated using a new silicone rubber mold, and hand lay-up technique. The modal test is performed on the first specimen by exciting the sandwich plates using the modal hammer method in the different applied loads. Then, the variation of the natural frequency with the applied compressive load is recorded up to actual experimental buckling load. Besides, numerical models, including nonlinear effects, are created in full details to calculate the variation of the natural frequencies with the applied load, and to be compared with the experimental results. Finally, the buckling test is carried out on all specimens to validate the experimental and numerical results of VCT approach. The results demonstrate that the maximum difference between the predicted buckling load using the VCT approach on the experimental and numerical results with an experimental buckling load is less than 3%. Also, VCT provides a reliable estimate of buckling load when the composite sandwich plates with iso-grid cores have been loaded up to at least 67% of the experimental buckling load.
机译:估计缺陷敏感薄壁结构屈曲载荷的最有效的非破坏性方法之一是振动相关技术(VCT)。尽管此技术可以确定几种类型结构的屈曲载荷而不会达到不稳定性点,但对于复合夹心板和壳体,它仍在开发中。在本文中,VCT方法的实验和数值验证被提出来估计带有压缩载荷的等网格芯复合夹层板的屈曲载荷。在实验部分,使用新的硅橡胶模具和手工铺层技术设计和制造了四个样品。在不同的施加载荷下,通过使用模态锤方法激励夹层板,对第一个试样进行模态测试。然后,记录固有频率随施加的压缩载荷的变化直至实际的实验屈曲载荷。此外,还详细创建了包括非线性效应在内的数值模型,以计算固有频率随所施加载荷的变化,并与实验结果进行比较。最后,对所有试样进行屈曲试验,以验证VCT方法的实验和数值结果。结果表明,在实验上使用VCT方法预测的屈曲载荷与实验屈曲载荷的数值结果之间的最大差值小于3%。同样,当具有等距网格芯的复合夹层板已加载的载荷至少达到实验屈曲载荷的67%时,VCT可以提供可靠的屈曲载荷估计值。

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