Tensile and flexural properties of polylactic acid-based hybrid green composites reinforced by kenaf, bamboo and coir fibers

被引:220
|
作者
Yusoff, Rosni Binti [1 ]
Takagi, Hitoshi [2 ]
Nakagaito, Antonio Norio [2 ]
机构
[1] Univ Tokushima, Grad Sch Adv Technol & Sci, 2-1 Minamijosanjima Cho, Tokushima 7708506, Japan
[2] Univ Tokushima, Grad Sch Sci & Technol, 2-1 Minamijosanjima Cho, Tokushima 7708506, Japan
关键词
Hybrid composites; Bamboo; Kenaf; Coir; Polylactic acid; Mechanical properties; MECHANICAL-PROPERTIES; POLYMER COMPOSITES; NATURAL FIBER; ALKALI TREATMENT; FLAX FIBERS; CELL-WALL; BIOCOMPOSITES; GLASS; PERFORMANCE; PLA;
D O I
10.1016/j.indcrop.2016.09.017
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Bio-based hybrid green composites in unidirectional configuration were prepared by using kenaf, bamboo and coir fibers to reinforce polylactic acid (PLA) polymer matrix. Three types of hybrid green composites: kenaf-coir/PLA, bamboo-coir/PLA and kenaf-bamboo-coir/PLA composites were investigated by tensile and flexural tests. Scanning electron microscopy and optical microscopy were used to observe their microstructural failures. Tensile strength of kenaf-bamboo-coir/PLA composites achieved 187 MPa, approximately 20 and 78% higher than bamboo-coir/PLA and kenaf-coir/PLA, respectively. Young's moduli of the three composites were low, ranging from 6.0 to 7.5 GPa. High flexural strength was obtained in both kenaf-bamboo-coir/PLA (199 MPa) and bamboo-coir/PLA (206 MPa) composites, approximately 16 and 20% higher than that of kenaf-coir/PLA, respectively. However, kenaf-coir/PLA composites showed the highest flexural modulus, approximately 70% higher than other combinations. Higher strain energy per unit volume required to break (toughness) was characteristic of kenaf-bamboo-coir/PLA composites. It was found that the combination of high strength and stiffness of bamboo and kenaf fibers and high ductility of coir fiber improved tensile and flexural strengths compared to those of single fiber green composites. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:562 / 573
页数:12
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