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Physical characterization of wood and wood‐polymer composites: An update

机译:木材和木聚合物复合材料的物理特性:最新进展

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AbstractNew and reliable test methods have been developed, and are under development, for the physical characterization of wood and whole wood‐polymer composites (WPC is used in this article to refer to polymer‐impregnated whole wood). The methods described here have been designed for smaller samples than are required for most ASTM tests. It should be stressed that, when comparing treated samples to untreated samples in any type of testing, the initial density or specific gravity (density before treatment) of the treated sample should be the same as the untreated control sample. If possible, measurements should be made on a given sample before and after treatment; on a split sample, half should be treated and compared with the untreated half. If there is much variation in density between samples within a group, the effectiveness of the treatment cannot be determined with an acceptable degree of accuracy, since whole wood varies greatly between specimens and density is a major factor contributing to property variability. For example, swelling (due to moisture uptake), modulus, toughness, surface hardness, and compressive strength of wood all increase dramatically with increasing density for both untreated whole wood and WPCs.Scanning electron microscopy, coupled with x‐ray energy analysis, indicated the presence or absence of good interaction between wood components andin situformed polymer. For example, poly(EHMA) (the homopolymer of ethyl α‐hydroxymethylacrylate) and wood components were seen to be strongly bonded, and x‐ray activation elemental analysis confirmed the presence of poly(EHMA) and its copolymerswithinthe wood cell walls. On the other hand, proton spin‐lattice relaxation in the rotating frame (T1p) measurements (by13C solid‐state NMR) for balsa / EHMA WPCs gave two separate sets of relaxation times, one each for unique peaks corresponding to either the polymer or the wood components. It is probable that the region of interaction between poly(EHMA) and the wood component in the balsa / EHMA WPC (the interphase region) is small, as compared to the individual components, and is not observed. This result is consistent with a two‐parameter relaxation process for the peak atca. 61 ppm, which includes overlapping peaks for the hydroxymethyl carbons of poly(EHMA) and cellulose. © 1993 Joh
机译:摘要用于木材和全木聚合物复合材料(本文中使用WPC指聚合物浸渍的全木)的物理表征,已经开发并正在开发新的可靠测试方法。这里描述的方法设计用于比大多数ASTM测试所需的样品更小的样品。应该强调的是,在任何类型的测试中,当将处理过的样品与未处理的样品进行比较时,处理过的样品的初始密度或比重(处理前的密度)应与未处理的对照样品相同。如果可能,应在处理前后对给定的样品进行测量;在分割样品上,应处理一半并与未处理的一半进行比较。如果一组样品之间的密度差异很大,则无法以可接受的精度确定处理的有效性,因为标本之间的整木差异很大,密度是导致性能变化的主要因素。例如,木材的膨胀(由于吸湿性)、模量、韧性、表面硬度和抗压强度都随着未经处理的整木和木塑的密度增加而急剧增加.扫描电子显微镜,加上 X 射线能量分析,表明木材成分和原位成型聚合物之间存在或不存在良好的相互作用。例如,聚(EHMA)(α-羟甲基丙烯酸乙酯的均聚物)和木材成分被观察到牢固结合,X射线活化元素分析证实了聚(EHMA)及其共聚物在木细胞壁内的存在。另一方面,轻木/EHMA木塑的旋转框架(T1p)测量(by13C固态NMR)中的质子自旋晶格弛豫给出了两组独立的弛豫时间,分别对应于聚合物或木材成分的独特峰。与单个成分相比,轻木/EHMA WPC中poly(EHMA)与木材成分之间的相互作用区域(中间区域)可能很小,并且没有观察到。该结果与峰atca的双参数弛豫过程一致。61 ppm,包括聚(EHMA)和纤维素的羟甲基碳的重叠峰。© 1993年 Joh

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