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A study on ductility of nano-particles reinforced cement-based composites

机译:纳米颗粒增强水泥基复合材料的延展性研究

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摘要

The ductility of high strength nano-TiO_2 reinforced cement-based composites were experimentally studied and compared with that of plain cement-based composite and cement-based composite containing silica fume by stress-strain relationship. The results showed that the ductility of high strength cement-based composite containing nano-TiO_2 were better than that of plain cement-based composite and cement-based composite containing silica fume, which demonstrated that it is an available and effective way to improve ductility of high strength cement-based composite by means of mixing nanophase materials into cement-based composite. The origin of nanoparticles improving ductility of high strengthen cement-based composite was also preliminary interpreted.
机译:实验研究了高强度纳米TiO_2增强水泥基复合材料的塑性,并通过应力-应变关系与普通水泥基复合材料和含硅粉的水泥基复合材料进行了比较。结果表明,含纳米TiO_2的高强度水泥基复合材料的延展性优于普通水泥基复合材料和含硅粉的水泥基复合材料的延展性,表明这是一种改善水泥基延展性的有效途径。通过将纳米相材料混合到水泥基复合材料中来形成高强度水泥基复合材料。还初步解释了纳米颗粒改善高强度水泥基复合材料延展性的起源。

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