冲击损伤泡沫芯夹层梁失效研究

S. Hallström, A. Shipsha, D. Zenkert
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引用次数: 3

摘要

本文的研究范围是研究夹层梁在局部冲击后,在不同荷载情况下的结构完整性。所研究的冲击损伤可以表征为岩心压痕和岩心/岩心界面损伤,而岩心几乎不受冲击的影响。在随后的加载中,根据冲击损伤的大小和施加的载荷,会发生不同类型的冲击后破坏。采用两种不同的冲击能量对夹层梁进行冲击,并对所产生的损伤进行了检测和测量。这些测量结果用于表征损伤,并作为分析和有限元模型的输入,以预测各种载荷情况下的冲击后失效。将冲击损伤建模为面/心界面裂纹,但该方法过于粗糙,无法与实验完全吻合。结果表明,受损的面/芯界面并没有完全分离,但表面之间仍存在一定的桥接。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Failure of Impact Damaged Foam Core Sandwich Beams
The scope of this paper is to investigate the structural integrity of sandwich beams subjected to various load cases after local impact. The studied impact damages can be characterised as core indentation and face/core interface damage while the faces are virtually unaffected by the impact. At subsequent loading different types of post impact failure occur, depending on the size of the impact damages and the applied load. Sandwich beams are impacted using two different impact energies and the resulting damage is inspected and measured. The measurements are used to characterise the damage and as input for analytical and finite element models in order to predict post impact failure in various load cases. The impact damages are modelled as face/core interface cracks but the approach is found to be too rough to achieve full agreement with experiments. It is concluded that the damaged face/core interface is not entirely separated but some bridging remains between the surfaces.
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