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Geometry effect on the behaviour of single and glue-laminated glass fibre reinforced polymer composite sandwich beams loaded in four-point bending

机译:几何形状对单点和胶合层压玻璃纤维增​​强聚合物复合材料夹芯梁四点弯曲行为的影响

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摘要

The research investigated the behaviour of single and glue laminated glass fibre reinforced polymer (GFRP) composite sandwich beams considering different spans and beam cross sections. The composite sandwich beams with different thicknesses (1, 2, 3, 4, and 5 sandwich layers) have been tested in four-point static flexural test with different shear span to depth ratio (a/d). The a/d ratios showed a direct effect on the flexural and shear behaviour. The capacity of the beam decreased with increasing a/d. Various failure modes were observed including core crushing, core shear, and top skin compression failure. The failure mode map developed based on the experimental finding and analytical prediction indicated that the failure mode is affected by the a/d with the number of glue laminated panels.
机译:该研究研究了考虑不同跨度和横梁截面的单层和胶合层合玻璃纤维增​​强聚合物(GFRP)复合夹层梁的性能。具有不同厚度(1、2、3、4和5个夹心层)的复合夹层梁已经在四点静态挠曲测试中进行了测试,且剪切跨度与深度之比(a / d)不同。 a / d比显示出对弯曲和剪切行为的直接影响。光束的容量随着a / d的增加而减小。观察到各种破坏模式,包括岩心破碎,岩心剪切和表皮压缩破坏。根据实验结果和分析预测得出的失效模式图表明,失效模式受胶合板数量的a / d影响。

著录项

  • 来源
    《Materials & design》 |2012年第8期|p.93-103|共11页
  • 作者单位

    Centre of Excellence in Engineered Fibre Composites (CEEFC), Faculty of Engineering and Surveying, University of Southern Queensland (USQ), Toowoomba, Queensland 4350, Australia;

    Centre of Excellence in Engineered Fibre Composites (CEEFC), Faculty of Engineering and Surveying, University of Southern Queensland (USQ), Toowoomba, Queensland 4350, Australia;

    Centre of Excellence in Engineered Fibre Composites (CEEFC), Faculty of Engineering and Surveying, University of Southern Queensland (USQ), Toowoomba, Queensland 4350, Australia;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    sandwich structures; mechanical; failure analysis;

    机译:夹层结构机械;故障分析;

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