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Short- and long-term performance of wood based panel products subjected to various stress modes

机译:人造板产品在各种应力​​模式下的短期和长期性能

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This paper presents the findings from comprehensive studies for enhancing efficiency and competitiveness of wood based panels for uses in furniture and other building construction industries. Five stress modes, which are encountered in the design and applications of wood based panels, were investigated, i.e. flat-bending, edgewise-bending, panel shear, planar shear and concentrated load stresses. Four commercial board types, namely plywood (PW), particleboard (PB), medium density fibreboard (MDF) and oriented strand board (OSB), were examined to evaluate the different responses to the various stresses. Results showed that stress modes had a significant effect on both short- and long-term performance of wood based panels: 1) wood based panels had a much higher capability to carry the stresses applied along the edge than plane of the panels, 2) the maximum failure load under planar shear was 10-16 times that under flat bending load and 2-3 times that under concentrated load, and the maximum failure load under panel shear was 3-9 times that under pure edgewise bending load, 3) for the materials tested, PW had a higher capability to carry both pure edgewise bending load and concentrated load, and MDF had a higher capability to carry pure flat bending load, and panel and planar shear load, 4) stress modes had a more significant effect on deflection under creep loading than short term test, with the ratio of deflection under flat bending, concentrated load and planar shear being 23:6:1 for PW under short term test, while 205:20:1 for PW and 507:72:1 for PB under creep loads, 5) theoretically calculated deflection was higher than the measured for short term tests but lower than the measured for creep tests, 6) the effect of stress modes on relative creep varied among the materials tested. These findings provide most constructive database for designing and using wood based panels in various industrial sectors. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文介绍了全面研究的结果,这些研究旨在提高用于家具和其他建筑行业的人造板的效率和竞争力。研究了在人造板的设计和应用中遇到的五种应力模式,即平面弯曲,边缘弯曲,面板剪切,平面剪切和集中载荷应力。研究了四种商用板类型,即胶合板(PW),刨花板(PB),中密度纤维板(MDF)和定向刨花板(OSB),以评估对各种应力的不同响应。结果表明,应力模式对人造板的短期和长期性能均具有显着影响:1)人造板比沿板的平面承受沿边缘施加的应力的能力要高得多,2)平面剪切下的最大破坏载荷是平面弯曲下的最大破坏载荷的10-16倍,集中载荷下最大破坏载荷的2-3倍,面板剪切下的最大破坏载荷是纯边弯曲载荷下的最大破坏载荷的3-9倍,3)在测试的材料中,PW具有较高的承受纯侧向弯曲载荷和集中载荷的能力,而MDF具有较高的承受纯平面弯曲载荷以及面板和平面剪切载荷的能力,4)应力模式对挠度的影响更大与短期试验相比,在蠕变载荷下,短期试验中,PW在挠曲,集中载荷和平面剪切下的挠度比为23:6:1,而PW在205:20:1和507:72:1 PB在蠕变载荷下,5)理论值计算得出的挠度高于短期测试的挠度,但低于蠕变测试的挠度。6)应力模式对相对蠕变的影响在测试的材料之间有所不同。这些发现为在各个工业领域设计和使用人造板提供了最具建设性的数据库。 (C)2017 Elsevier Ltd.保留所有权利。

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