Korniejenko Kinga, Łach Michał, Mikuła Janusz
Chair of Materials Engineering, Faculty of Material Engineering and Physics, Cracow University of Technology, Jana Pawła II 37, 31-864 Cracow, Poland.
Materials (Basel). 2021 Aug 16;14(16):4599. doi: 10.3390/ma14164599.
The aim of the article is to analyze the influence of short coir, glass and carbon fiber admixture on the mechanical properties of fly ash-based geopolymer, such as: flexural and compressive strength. Glass fiber and carbon fibers have been chosen due to their high mechanical properties. Natural fibers have been chosen because of their mechanical properties as well as for the sake of comparison between their properties and the properties of the artificial ones. Fourth series of fly ash-based geopolymers for each fiber was cast: 1, 2, and 5% by weight of fly ash and one control series without any fibers. Each series of samples were tested on flexural and compressive strength after 7, 14, and 28 days. Additionally, microstructural analysis was carried out after 28 days. The results have shown an increase in compressive strength for composites with fibers-an improvement in properties between 25.0% and 56.5% depending on the type and amount of fiber added. For bending strength, a clear increase in the strength value is visible for composites with 1 and 2% carbon fibers (62.4% and 115.6%). A slight increase in flexural strength also occurred for 1% addition of glass fiber (4.5%) and 2% addition of coconut fibers (5.4%). For the 2% addition of glass fibers, the flexural strength value did not change compared to the value obtained for the matrix material. For the remaining fiber additions, i.e., 5% glass fiber as well as 1 and 5% coconut fibers, the flexural strength values deteriorated. The results of the research are discussed in a comparative context and the properties of the obtained composites are juxtaposed with the properties of the standard materials used in the construction industry.
本文的目的是分析短椰壳纤维、玻璃纤维和碳纤维掺合料对粉煤灰基地质聚合物力学性能的影响,如:抗弯强度和抗压强度。选择玻璃纤维和碳纤维是因为它们具有较高的力学性能。选择天然纤维是考虑到它们的力学性能,以及为了比较其性能与人工纤维的性能。针对每种纤维浇铸了第四组粉煤灰基地质聚合物:按重量计分别为1%、2%和5%的粉煤灰,以及一组不含任何纤维的对照样品。每组样品在7天、14天和28天后进行抗弯强度和抗压强度测试。此外,在28天后进行了微观结构分析。结果表明,含纤维复合材料的抗压强度有所提高——根据添加纤维的类型和数量,性能提高了25.0%至56.5%。对于抗弯强度,含1%和2%碳纤维的复合材料的强度值明显增加(分别为62.4%和115.6%)。添加1%玻璃纤维时抗弯强度略有增加(4.5%),添加2%椰壳纤维时抗弯强度也略有增加(5.4%)。添加2%玻璃纤维时,抗弯强度值与基体材料相比没有变化。对于其余纤维添加量,即5%玻璃纤维以及1%和5%椰壳纤维,抗弯强度值下降。在比较的背景下讨论了研究结果,并将所得复合材料的性能与建筑行业使用的标准材料的性能进行了对比。