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Flexural behaviour of structural fibre composite sandwich beams in flatwise and edgewise positions

机译:结构纤维复合材料夹芯梁在水平和边缘位置的抗弯性能

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摘要

The flexural behaviour of a new generation composite sandwich beams made up of glass fibre-reinforced polymer skins and modified phenolic core material was investigated. The composite sandwich beams were subjected to 4-point static bending test to determine their strength and failure mechanisms in the flatwise and the edgewise positions. The results of the experimental investigation showed that the composite sandwich beams tested in the edgewise position failed at a higher load with less deflection compared to specimens tested in the flatwise position. Under flexural loading, the composite sandwich beams in the edgewise position failed due to progressive failure of the skin while failure in the flatwise position is in a brittle manner due to either shear failure of the core or compressive failure of the skin followed by debonding between the skin and the core. The results of the analytical predictions and numerical simulations are in good agreement with the experimental results.
机译:研究了由玻璃纤维增​​强的聚合物蒙皮和改性酚醛芯材组成的新一代复合夹层梁的抗弯性能。对复合夹层梁进行了4点静态弯曲测试,以确定其在水平方向和边缘方向的强度和破坏机理。实验研究的结果表明,与在水平位置测试的样本相比,在边缘位置测试的复合夹层梁在更高的载荷下发生了较小的挠度破坏。在弯曲载荷下,在边缘位置的复合夹层梁由于蒙皮的逐渐破坏而失效,而在水平位置的破坏是脆性的,这归因于芯部的剪切破坏或蒙皮的压缩破坏,继而之间的脱粘。皮肤和核心。分析预测和数值模拟的结果与实验结果非常吻合。

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