基于仿生双螺旋的刚-柔耦合复合材料的冲击后弯曲性能与渐进失效行为

Bending performance after impact and progressive failure behavior of hard-soft hybrid composites based on bionic double helicoidal

  • 摘要: 仿生设计理念在复合材料设计和开发中被广泛使用,可以显著提高材料的综合性能。本研究受腔棘鱼鳞片胶原纤维的双螺旋结构和深海海绵的刚-柔混合结构启发,设计并制备了具于线性、正弦和指数螺旋角的碳/玄武岩纤维混杂复合材料,通过落锤冲击试验和三点弯曲试验对仿生双螺旋混杂纤维增强聚合物(BDH-HFRP)的冲击后残余弯曲性能进行了研究,编写了适用于纤维混杂复合材料的用户子程序(VUMAT)并利用ABAQUS软件对BDH-HFRP的渐近失效过程进行了模拟,将试验结果和仿真结果进行了对比。结果表明,所建立的仿真模型可以准确预测BDH-HFRP层合板的冲击后弯曲性能;在冲击条件下层合板的峰值载荷、峰值位移以及能量吸收随冲击能量的增大而增大,但因螺旋铺层角度的不同有较大差异;受到冲击后层合板的弯曲性能被削弱,且冲击能量越大,层合板的残余弯曲强度越低;与纯弯曲条件相比,正弦层合板受到30 J能量冲击后的抗弯强度下降最多(22.98%),但是在40 J冲击能量下,正弦型层合板表现出更高的残余弯曲强度,分别比线性型和指数型双螺旋层合板高了13.28%和14.13%。此外,纯弯曲条件下纤维压缩破坏主导了弯曲中期至后期的强度衰减,而基体拉伸损伤则是早期刚度退化的主要诱因,冲击后弯曲条件下基体损伤是主要的冲击损伤,低冲击能量条件下纤维压缩损伤在后续弯曲载荷作用下占主导地位,而高冲击能量下后续纤维和基体损伤同步扩展,基体损伤扩展更剧烈。最后与正交铺层层合板进行了对比,发现BDH-HFRP在冲击后弯曲承载能力和能量耗散方面都具有明显优势;通过不同碳纤维体积分数层合板的冲击后弯曲性能的对比分析发现50%碳纤维体积分数层合板具有良好的承载能力和损伤容限。研究结果可为油气管道修复领域高性能复合材料结构设计提供参考。

     

    Abstract: Bionic design concepts are widely used in the design and development of composite materials to significantly improve the comprehensive performance of the material. In this study, inspired by the double helicoidal structure of collagen fibers of coelacanth scales and the hard-soft hybrid structure of deep-sea sponges, this study designed and prepared carbon/basalt fiber hybrid composites with linear, sinusoidal and exponential helical angles. The residual bending performance of Bionic Double Helicoidal-Hybrid Fiber Reinforced Polymer (BDH-HFRP) after impact was studied through drop hammer impact tests and three-point bending tests. The Variable Mechanics Analysis User Material Subroutine (VUMAT) user subroutine suitable for fiber hybrid composites was written and the progressive failure process of BDH-HFRP was simulated by using ABAQUS software. The test results were compared with the simulation results. The results show that the established simulation model can accurately predict the bending after impact performance of BDH-HFRP laminates. Under the impact conditions, the peak load, peak displacement and energy absorption of the laminates increase with the increase of the impact energy, but there are significant differences due to the different angles of the helicoidal layup. After being impacted, the bending performance of the laminates is weakened, and the greater the impact energy, the lower the residual bending strength of the laminates. Compared with the pure bending condition, the bending strength of the sinusoidal laminate decrease the most after being impacted by an energy of 30 J, which is 22.98%. However, under the 40 J impact energy, the sinusoidal laminate exhibits a higher residual bending strength, which is 13.28% and 14.13% higher than that of the linear and exponential double-helicoidal laminates respectively. Furthermore, under pure bending while matrix tensile damage is the main inducement of early stiffness degradation. Under bending conditions after impact, matrix damage is the main impact damage. Under low impact energy conditions, fiber compression damage dominates in the subsequent bending load, while under high impact energy conditions, the damage of both fibers and matrix expands simultaneously, and the matrix damage expands more severely. Finally, a comparison is made with cross-ply laminate, and it is found that BDH-HFRP had obvious advantages in bending load-bearing capacity and energy dissipation after impact. And a comparative analysis of the bending after impact properties of laminates with different carbon fiber volume fractions reveals that 50% carbon fiber volume fraction laminates have good load carrying capacity and damage tolerance. The research results can provide a reference for the design of high-performance composite structures in the field of oil and gas pipeline repair.

     

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