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首页> 外文期刊>Construction and Building Materials >Experimental investigation of the buckling behaviour of Textile Reinforced Cement sandwich panels with varying face thickness using Digital Image Correlation
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Experimental investigation of the buckling behaviour of Textile Reinforced Cement sandwich panels with varying face thickness using Digital Image Correlation

机译:利用数字图像相关技术对不同厚度的纤维增强水泥夹芯板的屈曲行为进行实验研究

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摘要

Sandwich panels with Textile Reinforced Cement composite (TRC) faces are promising structural elements for construction, as both the structural and insulating performance are merged into one lightweight construction element. In the literature, extended research has been performed to understand the bending behaviour of TRC sandwich panels, yet research into their behaviour under axial loading is scarce. Therefore, axial compression tests on TRC sandwich panels were performed; varying parameters in the tests were the materials of the TRC faces and the face thickness. Comparisons of experimental results with analytical predictions gave insight into the effect of the face thickness on the loadbearing and failure behaviour. For very thin faces the latter changed from global buckling of the sandwich panel towards wrinkling of the faces; both phenomena were clearly monitored by Digital Image Correlation. A good correlation between the analytical predictions and the experimental observations was obtained. (C) 2018 Elsevier Ltd. All rights reserved.
机译:带有纤维增强水泥复合材料(TRC)面的夹心板是有前途的建筑结构元素,因为结构和隔热性能都融合为一种轻质建筑元素。在文献中,已经进行了广泛的研究以了解TRC夹芯板的弯曲行为,但是,在轴向载荷下对其行为的研究却很少。因此,在TRC夹心板上进行了轴向压缩试验;测试中不同的参数是TRC面的材料和面的厚度。将实验结果与分析预测结果进行比较,可以深入了解工作面厚度对承重和破坏行为的影响。对于非常薄的表面,后者从夹心板的整体弯曲变为表面的皱纹;通过数字图像相关性可以清楚地监视这两种现象。在分析预测和实验观察之间获得了良好的相关性。 (C)2018 Elsevier Ltd.保留所有权利。

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