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Preparation and characterization of tensile and bending properties of basalt-kenaf reinforced hybrid polymer composites
International Journal of Polymer Analysis and Characterization ( IF 1.7 ) Pub Date : 2020-05-18 , DOI: 10.1080/1023666x.2020.1781480
M. Umashankaran 1 , S. Gopalakrishnan 2 , S. Sathish 3
Affiliation  

Abstract The current research attempts on the development of hybrid polymer composites with the natural fibres basalt and kenaf using hand layup technique. The composites were made at four different sequence combination to realize the hybrid composite with three stack layers, and it was compared with the individual three-stack layered basalt and kenaf composite. The mechanical behavior of the developed natural fiber reinforced composites was subjected to tensile test and bending test as per standards, and it was analyzed. The mechanical analysis revealed the maximum tensile strength of 111 MPa and the maximum flexural strength of 283.9 MPa for sample basalt fiber-reinforced and kenaf fiber-reinforced composites, respectively. Also, the fractured surface of the developed composites was analyzed under scanning electron microscopy to identify the failure modes.

中文翻译:

玄武岩-洋麻增强杂化聚合物复合材料拉伸弯曲性能的制备及表征

摘要 目前的研究尝试使用手糊技术开发天然纤维玄武岩和洋麻混合聚合物复合材料。复合材料以四种不同的顺序组合制成,实现了三层堆叠的混合复合材料,并与单独的三层堆叠玄武岩和洋麻复合材料进行了比较。对研制的天然纤维增强复合材料的力学行为按标准进行了拉伸试验和弯曲试验,并对其进行了分析。力学分析表明,样品玄武岩纤维增强和洋麻纤维增强复合材料的最大拉伸强度分别为 111 MPa 和最大弯曲强度 283.9 MPa。还,
更新日期:2020-05-18
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