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Structural behavior of MDF beams reinforced by unidirectional glass fiber reinforced thermoset polyurethane outer layers

机译:单向玻璃纤维增强热固性聚氨酯外层增强中密度纤维板梁的结构行为

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摘要

In this study, the structural behavior of medium density fiber board (MDF) beams reinforced by unidirectional glass fiber reinforced thermoset polyurethane outer layers is investigated by conducting beam bending and vibration tests followed by a parametric study. First, the MDF material properties are determined by 3 point bending and cantilever beam vibration tests. Then the same tests are conducted on the composite sandwich beam specimens produced by hand layup technique and the level of increase in overall stiffness and the ultimate failure loads are determined. The experimental results obtained are found out to be in good agreement with the analytical results and the numerical results obtained using a 1D shear deformable beam model. Finally, a parametric study is conducted to determine the influence of FRP reinforcement for different span lengths and fiber volume ratios. The results obtained from this study show that reinforcing MDF beams by FRP outer layers may considerably increase the flexural stiffness for all span lengths but the ultimate failure load may not be increased for short span lengths due to core shear failure, especially when there is no constraint on maximum displacement.
机译:本研究通过梁弯曲和振动试验,然后进行参数研究,研究了单向玻璃纤维增强热固性聚氨酯外层增强的中密度纤维板(MDF)梁的结构行为。首先,MDF材料性能通过三点弯曲和悬臂梁振动测试确定。然后对手工铺层技术生产的复合夹层梁试件进行相同的试验,并确定整体刚度的增加水平和极限破坏载荷。实验结果与一维剪切变形梁模型的解析结果和数值结果吻合较好。最后,通过参数研究确定了不同跨度长度和纤维体积比下FRP增强的影响。本研究结果表明,FRP外层加固中密度纤维板梁可以显著提高所有跨度长度的抗弯刚度,但对于短跨长度,由于核心剪切破坏,极限破坏荷载可能不会增加,特别是在最大位移没有约束的情况下。

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