具有短纤维增韧界面的复合材料夹芯梁断裂机制的实验和数值研究

Study on fracture mechanism for composite sandwich beams with interfacial chopped fiber reinforcement by experimental and numerical method

  • 摘要: 对界面含短纤维的复合材料夹芯梁增韧特性进行了实验和数值研究。采用真空辅助树脂注射工艺制成复合材料夹芯梁, 并测定了含增强与未增强复合材料夹芯梁的界面断裂韧性。基于单根短纤维在界面裂纹扩展时其剥离和拔出过程产生的能量耗散, 建立了相应的细观模型。然后, 假设短纤维在界面内随机均匀分布, 得到在单位面积下短纤维能量耗散的宏观表达式。在宏观尺度上, 建立了用于界面裂纹扩展分析的双悬臂梁有限元模型, 通过引入非线性弹簧单元, 以反映界面短纤维所产生的桥联特征, 并采用虚裂纹闭合技术计算了裂纹尖端的能量释放率。通过典型复合材料夹芯梁断裂分析和参数讨论, 证实了本文中提出的随机分布细观模型预测短纤维耗散能量的有效性。实验及数值结果表明, 在复合材料夹芯结构界面中引入短纤维将是一种提高其界面断裂韧性的有效措施。

     

    Abstract: The interfacial reinforcement mechanism of composite sandwich beams has been studied by experiment and numerical method. The sandwich beam specimens were manufactured by the vacuum assisted resin injection process and an experimental investigation was also performed to determine interfacial fracture toughness for the sandwich specimens with and without chopped fiber reinforcement. A meso-mechanical model considering energy dissipation was adopted to describe the process of single fiber peeling and pull-out as the crack extended. And a stochastic uniform distribution model was established to characterize the energy dissipation of overall chopped fibers per unit area. A finite element model was used to simulate the process of interfacial crack growth for a double cantilever beam. A nonlinear spring element was employed to account for bridging stress caused by the chopped fiber and the energy release rate was calculated by the virtual crack closure technique. Some numerical results and discussions were given for verifying the validity of the meso-mechanical model with stochastic distribution provided. The experimental and numerical investigation indicates that the chopped fiber reinforcement was an effective technique to improve the load capacity and interfacial toughness of the sandwich structures.

     

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