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Comparison of Finite Element Models for Particle Boards with Homogenous and Three-Layer Structure

机译:均质三层结构刨花板有限元模型的比较

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This paper shows the results of finite element (FE) models of three-layer particle boards. Two particle board FE models were made with differently defined structures. In the first model, the structure of commercial three-layer particle board is defined as single-layer with isotropic (PB-1L) properties, while in the second model, it is defined as three-layer with orthotropic properties (PB-3L). The results of FE models were compared with values obtained by testing the commercial particle board. Dimensions of FE models and applied loads were prepared according to bending strength testing mode defined according to EN 310:1993. Model comparison is based on comparison of sample deflection and von Mises stress in the middle of the sample. The analysis was done only in linear elastic region. The obtained results show that models with homogenous material (PB-1L) achieved greater agreement with measured results (deviation app. 2 %), while models with three-layer material (PB-3L) displayed deviation of app. 7 %. Lower agreement of results obtained for PB-3L model and measured values of commercial particle board is due to a greater number of approximations (elastic characteristics) involved in the simulation model. Despite the greater deviation, the preparation of a three-layer model would be more acceptable for the analysis of strain distribution across the cross-section of the particle board.
机译:本文显示了三层刨花板的有限元(FE)模型的结果。用不同定义的结构制作了两个刨花板有限元模型。在第一个模型中,将商用三层刨花板的结构定义为具有各向同性(PB-1L)特性的单层,而在第二个模型中,将其定义为具有正交各向异性的三层结构(PB-3L) 。将有限元模型的结果与通过测试商业刨花板获得的值进行比较。根据EN 310:1993定义的弯曲强度测试模式,准备了有限元模型的尺寸和所施加的载荷。模型比较基于样品挠度和样品中间的冯·米塞斯应力的比较。仅在线性弹性区域中进行分析。获得的结果表明,具有均质材料(PB-1L)的模型与测量结果(偏差约2%)取得了更大的一致性,而具有三层材料(PB-3L)的模型显示了app的偏差。 7%。 PB-3L模型获得的结果与商业刨花板的测量值之间的一致性较低,这是因为仿真模型涉及的近似值(弹性特性)更多。尽管偏差更大,但为分析刨花板横截面的应变分布,三层模型的准备将更为可接受。

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