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Compressive strength of fibre composites with random fibre waviness

机译:具有随机纤维波纹度的纤维复合材料的抗压强度

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The compressive strength of unidirectional long fibre composites is predicted for plastic mi-crobuckling from a random two-dimensional distribution of fibre waviness. The effect of the physical size of waviness is addressed by using couple stress theory, with the fibre bending resistance scaling with the fibre diameter d. The predicted statistical distribution of compressive strength is found using a Monte Carlo method. An ensemble of fibre waviness profiles is generated from an assumed spectral density of waviness and the compressive strength for each such realisation is calculated directly by the finite element method. The average predicted strength agrees reasonably with practical values, confirming the hypothesis that microbuckles can be initiated by fibre misalignment. It is found that the probability distribution of strength is well matched by a Weibull fit, and the dependence of the Weibull parameters upon the spectral density of waviness is determined. For the practical range of fibre distributions considered, it is concluded that the strength depends mainly upon the root mean square amplitude of fibre misalignment, with the shape of the power spectral density function playing only a minor role. An engineer-1 ing model for predicting the compressive strength is proposed, akin to weakest link theory for materials containing flaws. A specimen containing randomly distributed waviness is examined to locate regions of high-fibre misalignment. The strength of each of these weak regions is estimated from a look-up table derived from calculations with idealised circular or elliptical patches of waviness. The strength of the composite is given by the failure stress associated with the weakest such patch. For random distributions of waviness, the predictions using this engineering approach are in good agreement with the direct calculations of strength using the finite element method.
机译:单向长纤维复合材料的抗压强度可从纤维波纹的随机二维分布预测到塑料微屈曲。波纹物理尺寸的影响是通过使用偶应力理论解决的,其中纤维抗弯曲性随纤维直径d缩放。使用蒙特卡洛方法可以找到抗压强度的预测统计分布。纤维波纹度分布的集合是由假设的波纹度光谱密度生成的,并且每种这样的实现的抗压强度都是通过有限元方法直接计算的。平均预测强度与实用值合理地吻合,从而证实了微扣可以由纤维未对准引发的假设。发现强度的概率分布通过威布尔拟合很好地匹配,并且确定了威布尔参数对波纹的光谱密度的依赖性。对于所考虑的光纤分布的实际范围,可以得出结论,强度主要取决于光纤未对准的均方根振幅,而功率谱密度函数的形状仅起很小的作用。提出了一种工程模型来预测抗压强度,类似于包含缺陷的材料的最弱连接理论。检查包含随机分布波纹的样本,以定位高纤维未对准区域。这些薄弱区域中的每一个的强度都是从查找表中估算出来的,该查找表是使用理想的圆形或椭圆形波纹度计算得出的。复合材料的强度由与最薄弱的此类补丁有关的破坏应力给出。对于波纹的随机分布,使用这种工程方法的预测与使用有限元方法直接计算强度非常吻合。

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