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The delimitation buckling of single-fibre system and interplay hybrid composites

机译:单纤维系统和相互作用混合复合材料的定界屈曲

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The diminution buckling of single-fiber system and interplay hybrid composites are studied. Due to the complicated combination of interplay hybrid composites, the number glass-fibre layers and the stacking sequence are varied to contrast their effects upon the buckling behavior. Non-linear buckling analysis, which is a finite element method including contact element to prevent the overlapping situation, was applied to predict the delimitation buckling loads of the composites and compared with the experimental buckling loads. It is evident that non-linear buckling analysis predicts results that are close to the experimental results, and is, therefore, a good choice to precisely predicating buckling loads. For both types of composte, as expected, if the delaminating length increases or the delimitation is close to the surface of the laminate, the buckling load is significantly reduced. For interplay hybrid composites, the number of glass-fibre layers and the different stacking sequences have pronounced effects on the buckling loads and must be carefully considered in design. Critical delimitation length is also discussed for both types of composite.
机译:研究了单纤维系统和相互作用混合复合材料的减小屈曲。由于相互作用杂化复合材料的复杂组合,玻璃纤维层的数量和堆叠顺序会发生变化,以对比它们对屈曲行为的影响。非线性屈曲分析是一种有限元方法,包括接触元素以防止重叠情况,它被用来预测复合材料的划界屈曲载荷,并与实验屈曲载荷进行比较。显然,非线性屈曲分析预测的结果接近于实验结果,因此,是精确预测屈曲载荷的理想选择。对于两种类型的复合材料,如预期的那样,如果分层长度增加或边界接近层压板的表面,则屈曲载荷会大大降低。对于相互作用杂化复合材料,玻璃纤维层的数量和不同的堆叠顺序对屈曲载荷有明显的影响,在设计时必须仔细考虑。还讨论了两种复合材料的临界定界长度。

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