Stochastic Behaviour in Sub-Ply Failure Mechanism of Unidirectional Carbon Fiber Composites

D. Garoz, M. Flores, D. Mollenhauer, C. González
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Abstract

The sub-ply failure mechanism of a fibre-reinforced composite laminate is the key to understand and prevent the failure of composite structures under compressive loads. Fibre-matrix debonding and matrix cracking occur in the sub-ply failure mechanism when the load is transverse to the fibres. These two damage modes trigger a stochastic damage progression through the ply. The sub-ply failure mechanism of unidirectional carbon fibre composites has been studied using finite element simulations for the case of a micro-pillar specimen under compression load. The dimensions and the volume fraction determine the geometry of the micro-pillar. The model describes the sub-ply failure under the specified compression load based on the mechanical properties of the constituents, fibre and matrix as well as their interface. Then, the stochastic behaviour of the failure mechanism has been investigated considering different random geometries, the variability of the mechanical properties, and heterogeneous distributions of defects. Figure 1 shows the final failure of two different micro-pillar geometries keeping the volume fraction and material properties. Although the failure patterns are different, the stress-strain curves show a general behaviour with a limited dispersion of the maximum strength. As a preliminary conclusion, the proposed model can determine the dispersion of the relevant mechanical properties for the sub-ply failure under compression considering different sources that affect the failures mechanism. Finally, the simulated sub-ply failures are compared to dedicated experiments of micro-pillars performed under a SEM microscope.
单向碳纤维复合材料亚层破坏机制中的随机行为
纤维增强复合材料层合板的亚层破坏机理是理解和预防复合材料结构在压缩载荷作用下破坏的关键。当载荷横向作用于纤维时,在亚层破坏机制中发生纤维基体剥离和基体开裂。这两种损伤模式触发了整个层的随机损伤进程。采用有限元模拟方法研究了单向碳纤维复合材料在压缩载荷作用下的亚层破坏机理。尺寸和体积分数决定了微柱的几何形状。该模型基于复合材料、纤维和基体及其界面的力学性能,描述了复合材料在特定压缩载荷作用下的亚层破坏。然后,考虑不同的随机几何形状、力学性能的可变性和缺陷的非均质分布,研究了失效机制的随机行为。图1显示了两种不同微柱几何形状的最终破坏,同时保持了体积分数和材料性能。虽然破坏模式不同,但应力-应变曲线表现出最大强度有限分散的一般行为。初步得出结论,该模型可以在考虑不同震源影响破坏机制的情况下,确定压缩下亚层破坏相关力学性能的离散性。最后,将模拟的亚层破坏与在SEM显微镜下进行的微柱专用实验进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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