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首页> 外文期刊>Journal of Sandwich Structures and Materials >Elastic and viscoelastic behaviour of sandwich panels with glass-fibre reinforced polymer faces and polyethylene terephthalate foam core
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Elastic and viscoelastic behaviour of sandwich panels with glass-fibre reinforced polymer faces and polyethylene terephthalate foam core

机译:玻璃纤维增强聚合物面和聚对苯二甲酸乙二醇酯泡沫芯的夹层面板的弹性和粘弹性行为

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This paper presents experimental and analytical investigations about the elastic and viscoelastic (creep) behaviour of sandwich panels made of glass-fibre reinforced polymer faces and a polyethylene terephthalate foam core, produced by vacuum infusion for civil engineering structural applications. First, the elastic response of the panels' constituent materials (glass-fibre reinforced polymer and polyethylene terephthalate) in tension, compression and shear was experimentally assessed; shear tests on the foam were carried out using a novel test method, the diagonal tension shear test. The creep behaviour in shear of the polyethylene terephthalate foam was evaluated for different load levels. The effective flexural properties of the full-scale sandwich panels as well as their flexural behaviour up to failure were experimentally assessed. Flexural creep and subsequent recovery experiments were also conducted for different load levels, to characterise the viscoelastic behaviour of the full-scale sandwich panels. Creep deformations of the polyethylene terephthalate foam and of the sandwich panels were found to be significantly lower than those corresponding to polyurethane foam and balsa wood reported in the literature; unrecoverable viscoelastic deformations were observed in the full-scale panels. In the analytical study, the creep response of the panels was modelled using Findley's power law and the composite creep modelling approach. The composite creep modelling predictions were reasonably accurate and allowed assessing the relative contributions of bending and shear deformations to the total sandwich panel creep deflections.
机译:本文介绍了由玻璃纤维增​​强聚合物面部和聚对苯二甲酸乙二醇酯泡沫芯制成的夹层板的弹性和粘弹性(蠕变)行为的实验和分析研究,通过真空输注进行土木工程结构应用。首先,实验评估面板的构成材料(玻璃纤维增​​强聚合物和聚对苯二甲酸乙二醇酯)的弹性响应,进行实验评估;使用新型测试方法,对角线张力剪切试验进行泡沫上的剪切试验。评价聚对苯二甲酸乙二醇酯泡沫的剪切中的蠕变行为,用于不同的载荷水平。实验评估了全级夹层面板的有效弯曲性能以及失效的弯曲行为。弯曲蠕变和随后的恢复实验也进行了不同的载荷水平,以表征满量程夹层面板的粘弹性行为。发现聚对苯二甲酸乙二醇酯泡沫和夹层板的蠕变变形显着低于与文献中报道的聚氨酯泡沫和BALSA木材相对应的那些;在全尺寸面板中观察到不可恢复的粘弹性变形。在分析研究中,面板的蠕变响应是使用Findley的电力法和复合蠕变建模方法进行建模的。复合蠕变建模预测合理准确,允许评估弯曲和剪切变形的相对贡献与夹心板蠕变偏转。

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