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纳米粘土木塑复合材料拉伸与弯曲性能的实验与数值研究

Experimental and Numerical Investigation of Tensile and Flexural Behavior of Nanoclay Wood-Plastic Composite.

作者信息

Golmakani Mohammad E, Wiczenbach Tomasz, Malikan Mohammad, Mahoori Seyed M, Eremeyev Victor A

机构信息

Department of Mechanical Engineering, Mashhad Branch, Islamic Azad University, Mashhad 9187144123, Iran.

Department of Mechanics of Materials and Structures, Gdansk University of Technology, 80-233 Gdansk, Poland.

出版信息

Materials (Basel). 2021 May 24;14(11):2773. doi: 10.3390/ma14112773.

Abstract

In this study, the effect of wood powder and nanoclay particle content on composites' mechanical behavior made with polyethylene matrix has been investigated. The wood flour as a reinforcer made of wood powder was at levels of 30, 40, and 50 wt.%, and additional reinforcement with nanoclay at 0, 1, 3, and 5 wt.%. Furthermore, to make a composite matrix, high-density polyethylene was used at levels of 70, 60, and 50% by weight. Wood-plastic composite (WPC) specimens were manufactured in injection molding. After preparing the specimens, tensile and bending tests were performed on samples. The mechanical properties such as tensile and flexural strength and flexural modulus were measured. Results showed that nanoclay particle content increases flexural modulus, flexural strength, modulus of elasticity, and tensile strength. The experimental test results show that Young's moduli increased with the volume of wood flour. The biggest modulus of elasticity was achieved in the samples having 50 wt.% of wood powder. Furthermore, the highest value of tensile strength was achieved at the level of 30 wt.%. The highest flexural strength was for the sample containing 50% wood powder by weight. Additionally, a numerical model was made utilizing the Abaqus software using the finite element method (FEM). Comparing the numerical and experimental results, it was found that they are compatible in the linear-elastic and plastic state of the material. There are no crucial differences between experiment and FEM.

摘要

在本研究中,研究了木粉和纳米粘土颗粒含量对以聚乙烯为基体的复合材料力学性能的影响。作为增强剂的木粉由木粉制成,其含量分别为30%、40%和50%(重量),并添加0%、1%、3%和5%(重量)的纳米粘土进行额外增强。此外,为制备复合基体,使用了重量百分比为70%、60%和50%的高密度聚乙烯。木塑复合材料(WPC)试样通过注塑成型制造。制备试样后,对样品进行拉伸和弯曲试验。测量了拉伸强度、弯曲强度和弯曲模量等力学性能。结果表明,纳米粘土颗粒含量的增加会提高弯曲模量、弯曲强度、弹性模量和拉伸强度。实验测试结果表明,杨氏模量随木粉体积的增加而增大。在木粉含量为50%(重量)的样品中获得了最大的弹性模量。此外,在30%(重量)的水平上获得了最高的拉伸强度值。最高的弯曲强度出现在木粉重量含量为50%的样品中。此外,利用Abaqus软件采用有限元法(FEM)建立了数值模型。比较数值结果和实验结果,发现它们在材料的线弹性和塑性状态下是相符的。实验和有限元法之间没有显著差异。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/460a/8197131/d430a0121e3d/materials-14-02773-g001.jpg

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