木材-聚合物复合材料结构参数的测定方法

L. Kyzioł, L. Murawski
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引用次数: 0

摘要

研制了木质骨架与聚合甲基丙烯酸酯组成的复合材料,并对其进行了表征。本文介绍了用聚合甲基丙烯酸酯改性木材的力学性能和强度的实验方案和结果。在文章中,有一些由天然木材制成的结构元素的例子。木材是由软木和硬木层组成的复合材料。木材是一种复合多孔材料。多孔性是木材的一个严重缺陷,但同时也是它的优点。用不同浸渍剂使木材饱和,以尽量减少其缺点。如果将木材的孔隙填充到单体中,就得到了木材聚合物复合材料。这种复合材料被归类为纤维复合材料。这种复合材料有效地防止降解;使用寿命长,力学性能有明显改善。表面改性木材的设计结构需要确定基本的材料常数。因此,获得合适的研究材料对于这些参数的确定是非常重要的。木材的表面浸渍可以获得聚合物含量函数的强度特性。这允许建模,然后设计和执行特定的船舶结构。在森林中,有三个方向与年轮有关。木材的性能,特别是机械性能,在选择的方向上是不同的。由于计算采用正交各向异性,其中有三个相互正交的对称面,因此具有木材的对称性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
METHOD OF DETERMINING THE STRUCTURAL PARAMETERS OF WOOD-POLYMER COMPOSITE
A composite material consisting of woody skeleton and polymerized methacrylate has been developed and characterized. This paper presents an experimental program and the results concerning mechanical properties and strength of wood modified with polymerized methacrylate. In the article, there are examples of structural elements made of natural wood. Wood is a composite consisting of the layers of soft and hard wood. Wood is a composite and porous material. The porosity, which is a serious defect of wood, may be simultaneously its advantage. Wood saturation with different impregnates to minimize its disadvantages. If the wood pores will fill the monomer there is obtained the wood polymer composite. This composite is classified as of fiber composites. Such composite is effectively protected against degradation; it is durable in use, and show an improvement in mechanical properties. Design constructions of surface modified wood require the determination of fundamental material constants. Therefore, for the determination of these parameters is very important obtaining the appropriate research material. The surface impregnation of wood allows obtaining strength characteristics in a function of polymer content. This allows to model it's, and then design and perform specific ship structures. In the wood, there are three directions in relation to the annual rings. Wood properties, especially mechanical properties, are different in the selected directions. For the computation takes the orthogonal anisotropy in which there are three mutually orthogonal planes of symmetry, for which there is symmetry properties of the wood.
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