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碳纤维复合材料层合板的动态力学性能及失效机制

Dynamic Mechanical Property and Failure Mechanism of Carbon Fiber Composite Laminates

  • 摘要: 为了进一步明确碳纤维增强复合材料(CFRP)在冲击加载下的动态力学行为,采用电子万能试验机和霍普金森压杆(SHPB)试验装置,研究了铺层方式为-45°/90°/45°/0°的CFRP在厚度和面内方向的静/动态力学性能。结果表明,CFRP复合材料主要发生脆性破坏,在不同方向纤维铺层之间相互纠缠,有效支撑基体,可避免材料发生瞬间坍塌失效。受微裂纹扩展和加载速率关系的影响,复合材料呈现出明显的正相关应变率效应,虽然加入了不同铺层纤维,但材料失效破坏仍主要由基体决定。沿厚度方向加载,裂纹主要以沿45°角扩展的剪切破坏为主,断面在剪应力作用下出现了大量纤维的拔出和断裂。沿面内加载方向,纤维间的粘结层发生脆性断裂,与加载方向一致的纤维发生了屈曲失稳,裂纹穿透纤维层导致脱层。

     

    Abstract: In order to further determine the dynamic mechanical behavior of carbon fiber reinforced polymer(CFRP) under impact loading, the static/dynamic mechanical properties of CFRP composite with stacking sequence -45°/90°/45°/0° in thickness and in-plane direction were investigated using an electronic universal testing machine and a split-Hopkinson pressure bar(SHPB) test device. Results showed that the CFRP were failed mainly in brittle mode, and the fiber layers in different directions were entangled with each other, which can effectively support the matrix and avoided the instantaneous collapse failure of the material. Due to the relationship between the microcrack propagation and the loading rates, the strain rate effect of the composite was obviously positive correlation. Although different fiber layers were added, failure of the composite was still mainly controlled by the matrix material. Loading along the thickness direction, the cracks mainly spread along the 45° angle of shear failure, and many fibers were pulled out and fractured under the shear stress loading. Along the in-plane loading direction, the bonding layer between the fibers was brittle fracture, and the fibers with the same loading direction were buckling and unstable, and cracks penetrated the fiber layer and then cause delamination.

     

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