Uniaxial fatigue study of a natural-based bio-composite material reinforced with fique natural fibers

Maria Camila Chaves Garcia, Juan Dayal Castro Bermúdez, A. D. Pertuz Comas
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Abstract

This research addresses environmental concerns by exploring environmentally friendly composite materials as substitutes for non-biodegradable synthetic fibers. The study proposes the development of polymer matrix composites reinforced with natural fique fibers, sourced from a plant cultivated in Colombia. A BioPoxy 36 polymer matrix with a high carbon content was used and reinforced with fique fabric using the vacuum-assisted lamination method. To improve the adhesion between the fibers and the matrix, an alkaline chemical treatment was applied to the fiber using 2% sodium hydroxide by weight. Mechanical properties were assessed through ASTM D3039 tensile and ASTM D3479 fatigue tests. A fractographic analysis was also conducted to identify the different modes of failure present. In terms of material degradation, distinct stages were observed, characterized by stiffness loss and loss factor indicators. The Coffin-Manson model was used to obtain the strain life curve for R = 0.1, using these factors as criteria. The static properties of the composite reinforced with fique fibers indicate an increase of 45% in ultimate strength, 145% in strain, and 27% in Young's modulus compared to the unreinforced matrix. In terms of dynamic properties, the elastic modulus showed a maximum variation of up to 7.88%. Electron microscopy reveals the failure mechanism, a distinct separation between the matrix and the fiber can be observed as a result of mechanical stress. The analysis reveals the brittle fracture of the hard fique fiber and some matrix separation, as well as possible fractured bubbles that may have occurred during the manufacturing process.
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用天然纤维增强的天然生物复合材料的单轴疲劳研究
这项研究通过探索环境友好型复合材料来替代不可生物降解的合成纤维,从而解决环境问题。该研究提出开发用天然 fique 纤维增强的聚合物基复合材料,这种纤维来自哥伦比亚种植的一种植物。研究使用了含碳量较高的 BioPoxy 36 聚合物基体,并采用真空辅助层压法用 fique 纤维进行增强。为了提高纤维与基体之间的粘附性,使用重量百分比为 2% 的氢氧化钠对纤维进行了碱性化学处理。机械性能通过 ASTM D3039 拉伸试验和 ASTM D3479 疲劳试验进行评估。此外,还进行了断裂分析,以确定不同的失效模式。在材料降解方面,观察到了以刚度损失和损失因子指标为特征的不同阶段。使用 Coffin-Manson 模型得出了 R = 0.1 的应变寿命曲线,并将这些因子作为标准。与未增强的基体相比,用 fique 纤维增强的复合材料的静态特性表明,其极限强度增加了 45%,应变增加了 145%,杨氏模量增加了 27%。在动态特性方面,弹性模量的最大变化达 7.88%。电子显微镜揭示了失效机理,可以观察到基体和纤维之间由于机械应力而明显分离。分析表明,硬质纤维发生了脆性断裂,基质也出现了一些分离,在制造过程中还可能出现了断裂气泡。
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