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Composite Lamites with Poliester Matrix and Bamboo Fibres

机译:复合层压板与聚酯基质和竹纤维

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The use of composites as engineering materials have gained more space in various sectors of human activity. For these materials enable a good synergy between the various components that constitute it, resulting in a range of properties inherent to the material more convenient than the individual components. The strengthening of these composite materials, plant fibers have advantages compared to synthetic fibers because they are abundant, are biodegradable by biological processes, renewable and recyclable. In this paper, polyester matrix composites reinforced by short bamboo fibers arranged randomly were produced, using the lowest possible level of technological processes in production stages. The matrix used was polyester terephthalic pre-accelerated with cobalt naphthenate and cured at room temperature peroxide, methyl ethyl ketone (MEK) in proportion to the resin of 0,33% by volume. The bamboo fibers used were extracted from the campus - Belem of Federal University of Para. The fibers were manually cut in lengths of 5, 10 and 15 mm, and used without surface treatment and environmental conditions. The composites were made by molding by hand without pressure and room temperature by varying the length of the fibers and different proportions between the components (5 mm - 5,41%) (10 mm - 4,87%) and (15 mm - 3,90%). The fibers were subjected to tensile testing, determination of density and microstructural evaluation by Scanning Electron Microscopy (SEM) of fracture surface. The composites were evaluated in tensile test and evaluation of the fractured surface. Correlating the mechanical properties obtained with the aspect fractographical. The bamboo fibers showed the tensile strength (501,04 MPa) and specific mass (1,35 g/cm~3). The tensile strength of bamboo composites of 5 mm was 17,94 MPa, for bamboo composites of 10 mm to tensile strength was 21,27 MPa for composites and bamboo of 15 mm shear strength was 24,05 MPa. The fracture surfaces were the predominant failure mechanisms for each series of composites manufactured.
机译:作为工程材料的复合材料的使用在人类活动的各个部门中获得了更多空间。对于这些材料,可以在构成它的各种部件之间实现良好的协同作用,从而导致材料固有的一系列性能比各个组件更方便。加强这些复合材料,植物纤维与合成纤维相比具有优势,因为它们丰富,可通过生物过程,可再生和可回收的生物降解。本文采用了随机排列的短竹纤维增强的聚酯基质复合材料,在生产阶段中的最低可能的技术过程水平。使用的基质是用萘酸钴预加速的聚酯对苯二甲酸,并在室温过氧化氢,甲基乙基酮(MEK)与0.33重量%的树脂成比例地固化。使用的竹纤维是从校园中提取的 - 贝莱·巴拉联邦大学。纤维在5,10和15mm的长度中手动切割,并在没有表面处理和环境条件下使用。通过用手工制成无需压力和室温,通过改变纤维的长度和组分(5mm-5,41%)(10mm-4,87%)和(15mm - 3之间的不同比例来制备所述复合材料,90%)。通过扫描裂缝表面扫描电子显微镜(SEM),对纤维进行拉伸试验,测定密度和微观结构评价。在拉伸试验和裂缝表面的评价中评价复合材料。将通过方面分数获得的机械性能相关。竹纤维显示拉伸强度(501,04MPa)和特异性质量(1,35g / cm〜3)。竹复合材料的拉伸强度为17,94MPa,对于抗拉强度为10mm的竹复合材料为复合材料的21,27MPa,竹子为15mm剪切强度为24,05MPa。裂缝表面是制造各系复合材料的主要失效机构。

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