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纤维板内的应变测量。第一部分:垂直于板平面加载的中密度纤维板(MDF)内的非均匀应变分布。

Strain Measurements within Fiber Boards. Part I: Inhomogeneous Strain Distribution within Medium Density Fiberboards (MDF) Loaded Perpendicularly to the Plane of the Board.

作者信息

Rathke Jörn, Sinn Gerhard, Konnerth Johannes, Müller Ulrich

机构信息

Wood K plus-Competence Centre for Wood Composites and Wood Chemistry, Altenberger Straße 69, 4040 Linz, Austria.

Department of Material Sciences and Process Engineering, Institute of Physics and Material Sciences, BOKU-University of Natural Resources and Life Sciences, Peter Jordan Straße 82, 1190 Vienna, Austria.

出版信息

Materials (Basel). 2012 Jun 19;5(6):1115-1124. doi: 10.3390/ma5061115.

Abstract

Internal bond strength testing is a widely used approach for testing quality traits of wood based panels. Generally, failure of internal bond specimens is due to adhesion and/or wood failure in the specimen. It has been reported that a composite product with a large variation in the vertical density profile fails in the center part of the board which is either the middle of the core layer or the transition zone between core layer and face layer. The density in the failure zone is typically 50% lower than the maximum density in the face layers. The aim of this study was to analyze the strain distribution in a specimen under tension perpendicular to the panel plane. The results showed that a high variety of strain magnitude occurred in the specimen. The strain is either aligned with the tension direction or a tension zone is built in one of the edge zones leading to failure. Vector graphics of the specimen show the problematic test setup of internal bond strength measurement. Strain spots in the edges lead to the assumption of an uneven stress distribution due to the momentum which results from non-perfect alignment or irregularities in the test setup.

摘要

内结合强度测试是一种广泛用于测试人造板质量特性的方法。通常,内结合强度试样的破坏是由于试样中的胶合和/或木材破坏。据报道,垂直密度分布变化较大的复合产品在板材的中心部分失效,该中心部分要么是芯层的中间,要么是芯层与面层之间的过渡区。失效区域的密度通常比面层中的最大密度低50%。本研究的目的是分析垂直于板平面受拉时试样中的应变分布。结果表明,试样中出现了高度多样的应变大小。应变要么与拉伸方向对齐,要么在其中一个边缘区域形成拉伸区,导致失效。试样的矢量图显示了内结合强度测量中存在问题的测试设置。边缘处的应变点导致人们认为由于测试设置中未完全对齐或不规则所产生的动量,应力分布不均匀。

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