首页> 外文期刊>Journal of testing and evaluation >Testing and Evaluation of a Slot and Tab Construction Technique for Light-Weight Wood-Fiber-Based Structural Panels Under Bending
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Testing and Evaluation of a Slot and Tab Construction Technique for Light-Weight Wood-Fiber-Based Structural Panels Under Bending

机译:轻型木质纤维结构板受弯时缝隙和突舌施工技术的测试和评估

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This paper presented construction and strain distributions for light-weight wood-fiber-based structural panels with tri-grid core made from phenolic impregnated laminated paper composites under bending. A new fastening configuration of slots in the faces and tabs on the core was applied to the face/core interfaces of the sandwich panel in addition to epoxy resin. Both normal strain gages and shear strain gages were attached on these panels to analyze inside strain distributions by third point load bending test. The purpose of the bending test was to investigate the various strain distributions of panels with different face/ core configurations that identified the critical failure modes for future design. In this research, four panels with different configurations were constructed to analyze the influence of strain distributions for bending behavior. Either maximum localized normal strain or shear strain were used to judge failures and associated failure modes through observation. Test results of strain distribution showed normal strain was primarily carried by both top and bottom faces. As bending load increased, compression buckling occurred on the top surface of some panels with thinner faces. Face thickness and stiffness significantly affected the strength of the panel as evident by nonlinear strain behavior. Meanwhile, the shear strain was primarily taken by the ribs in the structural core, and shear failure always occurred in the longitudinal linear ribs of core with thicker faces. The shear strain in the cross ribs was approximately half that of the longitudinal linear ribs in the same section of shear zone, which was consistent with the geometric formula. The problem of panel imperfections resulting in either face compression buckling or rib shear buckling could be overcome by further design optimization, and the analytical modeling for bending design and evaluation was presented.
机译:本文介绍了由苯酚浸渍层压纸复合材料制成的轻质木纤维基三格栅芯结构板在弯曲下的结构和应变分布。除环氧树脂外,还对夹芯板的面/芯界面采用了一种新的紧固方式,将其固定在芯面上的面和接片上。正常应变计和剪切应变计均附接到这些面板上,以通过第三点载荷弯曲试验分析内部应变分布。弯曲测试的目的是研究具有不同面/芯结构的面板的各种应变分布,从而确定了未来设计的关键失效模式。在这项研究中,构造了四个具有不同配置的面板来分析应变分布对弯曲行为的影响。使用最大局部法向应变或剪切应变来通过观察来判断失效及其相关的失效模式。应变分布的测试结果表明,正常应变主要由顶面和底面承载。随着弯曲载荷的增加,一些表面较薄的面板的顶表面会发生压缩屈曲。面的厚度和刚度会显着影响面板的强度,这通过非线性应变行为可以明显看出。同时,剪切应变主要由结构芯中的肋承担,而剪切破坏总是发生在具有较厚表面的芯的纵向线性肋中。在相同的剪切区域中,横肋中的剪切应变约为纵向线性肋的一半,这与几何公式一致。可以通过进一步的设计优化来克服面板缺陷导致的面压缩屈曲或肋骨剪切屈曲的问题,并提出用于弯曲设计和评估的分析模型。

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