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Flexural behavior of composite sandwich beams with different kinds of GFRP ribs in flatwise and edgewise positions

机译:GFRP筋不同类型的复合夹层梁在水平和边缘位置的抗弯性能

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This paper investigated the flexural behavior of composite sandwich beams, composed of glass fiber reinforced polymer (GFRP) skins and a polyurethane (PU) foam core with different kinds of GFRP ribs reinforcement, in flatwise and edgewise positions. The GFRP ribs, consisted of longitudinal, transverse and horizontal ribs, respectively, were embedded inside of the PU foam core. Twenty specimens were tested under four-point bending to verify the influence of the GFRP ribs and beam orientation on the bending stiffness, ultimate load bearing capacity, and failure modes of sandwich beams. It was found that changing the beam orientation from flatwise to edgewise change the beam failure mode from foam core shear failure to skin compressive failure. The sandwich beam's high stiffness and ultimate load bearing capacity can be efficiently utilized by placing them in edgewise position, and the longitudinal ribs played a major role on the bending stiffness and ultimate load bearing capacity compared with the transverse and horizontal ribs in flatwise position. Furthermore, an analytical model accounting for shear and flexural rigidities was proposed to predict the deflection and ultimate load bearing capacity of composite sandwich beams with different kinds of GFRP ribs in flatwise and edgewise positions. The analytical results were agreed well with test results.
机译:本文研究了由玻璃纤维增​​强聚合物(GFRP)蒙皮和聚氨酯纤维(PU)组成的复合夹芯梁在平面和边缘位置上的挠曲行为,这些芯具有不同种类的GFRP肋骨增强。分别由纵向,横向和水平肋组成的GFRP肋嵌入PU泡沫芯内。在四点弯曲下测试了20个样本,以验证GFRP筋和梁的方向对弯曲刚度,极限承载力和夹层梁的破坏模式的影响。已发现,将梁的方向从平面方向更改为边缘方向,可以将梁的破坏模式从泡沫芯剪切破坏更改为皮肤压缩破坏。将夹层梁置于边缘位置可有效利用夹层梁的高刚度和极限承载力,而与横向和水平肋骨在水平位置相比,纵向肋对弯曲刚度和极限承载力起主要作用。此外,提出了一个考虑剪切和弯曲刚度的分析模型,以预测在平面和边缘位置具有不同类型GFRP肋的复合夹层梁的挠度和极限承载力。分析结果与测试结果非常吻合。

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