花岗岩/椰壳粉颗粒杂化增强环氧复合材料的力学性能

A. Owa, F. Adesina, O. R. Bodede, M. Olupona, O. Fapetu, B.O. Akinnibi
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引用次数: 0

摘要

本文研究了颗粒花岗岩与椰壳粉复合增强环氧复合材料的力学性能,旨在将农业废弃物和天然元素转化为具有工程应用价值的新型复合材料。采用搅拌铸造法制备了复合材料。通过在环氧基中添加不同重量百分比的细花岗岩/椰子壳颗粒作为增强剂,制备了复合材料,并研究了这些颗粒对复合材料力学性能的影响。结果表明:抗拉强度范围为14.44 ~ 22.78 MPa,抗拉模量范围为300.52 ~ 718.47 MPa,抗弯强度和抗弯模量分别为43.03 ~ 77.19 MPa和1009.35 ~ 1820.81 MPa;冲击强度在33 - 54焦耳之间,硬度在30.14 - 46.14 HRC之间。最后,从调查中可以明显看出,适合聚合物复合材料的填料含量百分比的选择取决于各种工程应用所需的性能。
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Mechanical Properties of Granite / Pulverized Coconut Shell Particulate Hybrid Reinforced Epoxy Composites
Mechanical properties of particulate granite and pulverized coconut shell hybrid reinforced epoxy composites were studied in this research, with the aim of converting agro-waste and natural occurring element to develop a new composite material for engineering applications. The stir cast method was used to produce the composites. The hybrid composites were developed by adding varying weight percentage of fine granite/coconut shell particles as reinforcement to epoxy matrix and the effect of the particles on the mechanical properties of the composite produced was investigated. The result revealed that the tensile strength ranges between 14.44 – 22.78 MPa, tensile modulus ranges between 300.52 – 718.47 MPa, flexural strength and flexural modulus varies between 43.03 – 77.19 MPa and 1009.35 – 1820.81 MPa, respectively; impact strength varies between 33 – 54 Joules and the hardness varies between 30.14 – 46.14 HRC. Finally, from the investigation, it is evident that the selection of percentage of filler content suitable for the polymer composite depends on the required properties for various engineering applications.
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