加筋增强泡沫夹芯结构面内压缩与界面断裂性能试验

Experimental study for in-plane compression and interfacial fracture properties of stiffened foam core sandwich structure

  • 摘要: 为解决复合材料泡沫夹芯结构面板局部屈曲与面芯脱粘的突出问题,提出了一种由筋条增强的玻璃纤维增强树脂基复合材料(GFRP)面板与泡沫芯层组合而成的新型夹芯结构。采用真空辅助树脂导入技术制备试验件,通过面内压缩与双悬臂梁试验,对比分析了加筋增强夹芯板与未加筋夹芯板的受力特性、失效模式和面芯粘结性能。面内压缩试验显示,与未加筋夹芯板相比,加筋增强夹芯板的失效模式由面板局部屈曲转化为面板压缩剪切破坏或整体屈曲,在GFRP材料使用量相同的情况下,试件长度为130 mm的加筋增强夹芯板平均失效荷载提高了40.87%,长度为190 mm试件提高了35.63%。双悬臂梁试验显示,加筋增强夹芯板的裂缝在发展过程中受到筋条与面板之间纤维丝搭接约束,改善了界面粘结性能,与未加筋夹芯板相比,其平均能量释放率提高了57.35%。

     

    Abstract: For restraining skin wrinkling and improve interfacial properties, a novel foam core sandwich structure was proposed by inserting glass fibre-reinforced plastic(GFRP) stiffeners attached to the sandwich skins. A vacuum-assisted resin infusion method was used to manufacture the sandwich panels. In-plane compression tests and double cantilever beam tests were conducted to compare their load-displacement curves and failure modes of stiffened specimens and non-stiffened specimens. The results of in-plane compression tests indicate that upon the insertion of stiffeners, the failure mode of the foam core sandwich composite structures change from inefficient skin wrinkling to efficient compressive microbuckling or global buckling. Compared to non-stiffened specimens, with the same dosage of glass fibre-reinforced plastic, the average failure load increases by 40.87% for length of 130 mm and 35.63% for length of 190 mm, respectively. The results of double cantilever beam tests indicate that the bridging fiber between skin and stiffener can effectively prevent the development of crack. Comparing with to non-stiffened specimens, the energy release rate increases by 57.35%.

     

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