Chandan Vijay, Mishra Rajesh Kumar, Kolář Viktor, Jirků Petr, Müller Miroslav, Jamshaid Hafsa
Department of Material Science and Manufacturing Technology, Faculty of Engineering, Czech University of Life Sciences Prague, Kamycka 129, Suchdol, 165 00 Prague, Czech Republic.
Faculty of Textile Engineering, National Textile University, Faisalabad 37610, Pakistan.
Materials (Basel). 2023 Jul 8;16(14):4898. doi: 10.3390/ma16144898.
The current work is focused on numerical and experimental studies of woven fabric composites modified by hybridisation with biological (cellulosic) filler materials. The mechanical performance of the composites is characterized under tensile, bending and impact loads and the effect of hybridisation is observed with respect to pure and nonhybrid composites. Numerical models are developed using computational tools to predict mechanical performance under tensile loading. The computational prediction results are compared and validated with relevant experimental results. This research is aimed at understanding the mechanical performance of basalt-epoxy composites partially reinforced with micro-/nano-sized bio-fillers from cellulose and intended for various application areas. Different weave structures, e.g., plain, twill, matt, etc., were investigated with respect to the mechanical properties of the hybrid composites. The effects of hybridizing with cellulose particles and different weave patterns of the basalt fabric are studied. In general, the use of high-strength fibres such as basalt along with cellulosic fillers representing up to 3% of the total weight improves the mechanical performance of the hybrid structures. The thermomechanical performance of the hybrid composites improved significantly by using basalt fabric as well as by addition of 3% weight of cellulosic fillers. Results reveal the advantages of hybridisation and the inclusion of natural cellulosic fillers in the hybrid composite structures. The material developed is suitable for high-end applications in components for construction that demand advanced mechanical and thermomechanical performance. Furthermore, the inclusion of biodegradable fillers fulfills the objectives of sustainable and ecological construction materials.
当前的工作集中在对通过与生物(纤维素)填充材料进行混杂改性的机织织物复合材料的数值和实验研究。在拉伸、弯曲和冲击载荷下对复合材料的力学性能进行表征,并观察混杂相对于纯复合材料和非混杂复合材料的效果。使用计算工具开发数值模型以预测拉伸载荷下的力学性能。将计算预测结果与相关实验结果进行比较和验证。本研究旨在了解由纤维素制成的微米/纳米级生物填料部分增强的玄武岩-环氧树脂复合材料的力学性能,并将其应用于各个领域。针对混杂复合材料的力学性能,研究了不同的编织结构,例如平纹、斜纹、哑光等。研究了与纤维素颗粒混杂以及玄武岩织物不同编织图案的影响。一般来说,使用高强度纤维如玄武岩以及占总重量高达3%的纤维素填料可提高混杂结构的力学性能。通过使用玄武岩织物以及添加3%重量的纤维素填料,混杂复合材料的热机械性能得到显著改善。结果揭示了混杂以及在混杂复合材料结构中加入天然纤维素填料的优势。所开发的材料适用于对机械和热机械性能有较高要求的建筑部件高端应用。此外,加入可生物降解的填料符合可持续和生态建筑材料的目标。