Investigation of both the flexural and shear bond performance of the polyurethane-mortar interface under micro and macro scale
Investigation of both the flexural and shear bond performance of the polyurethane-mortar interface under micro and macro scale
复制标题
研究微观和宏观尺度下聚氨酯-砂浆界面的弯曲和剪切粘合性能
DOI:
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发表时间:
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影响因子:
3.2
通讯作者:
Tianbao Huang
中科院分区:
文献类型:
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作者:
Wenbo Ma;Cong Hu;Shuaicheng Guo;Zenggang Zhao;Tianbao Huang
Polyurethane materials have been widely applied in the mending of cementitious materials, and the mending efficiency is highly impacted by the bond strength between polyurethane materials and cement base. This paper aims to evaluate both the shear and flexural bond strength between cement mortar and the polyurethane with different water and modifier content. The shear and flexural bond strength were examined with the slant shear test and three-point bending test on mortar samples prepared with polyurethane interface. The influence of polyurethane/water ratio on the bond strength was first examined, and both the highest shear and flexural bond strength was achieved for the samples with 30% polyurethane/water ratio. To further enhance the bond strength, the Ethylene-vinyl acetate (EVA) was further added to polyurethane, and the influence of replacement ratio on the bond strength was further examined. The macro-size strength tests indicated the highest strength was achieved for the polyurethane samples with 10% replaced EVA. The mechanism behind the influence of water and EVA content was further examined with scanning electron microscope (SEM) and atomic force microscope (AFM). The examined relationship between water and EVA content on the bond strength can provide useful information for the field application of the polyurethane materials.