首页> 外文会议>International RILEM Conference on Strain Hardening Cementitious Composites >MECHANICAL PERFORMANCE OF DUCTILE CEMENT MORTAR COMPOSITES REINFORCED WITH NANOFIBRILLATED CELLULOSE
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MECHANICAL PERFORMANCE OF DUCTILE CEMENT MORTAR COMPOSITES REINFORCED WITH NANOFIBRILLATED CELLULOSE

机译:用纳米纤化纤维素加固延性水泥砂浆复合材料的力学性能

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Most of the published works on the field of natural fibre reinforced cement mortar composites, describe the use of natural fibres with several mm in length (2-10 mm) and diameters ranging between 10-30 μm such as wood pulps, sisal and abaca fibres, cotton linters, etc. It is well-known that the reinforcing capability of these fibres can be increased by reducing their size into the nanometre scale. Although the application of nanofibres in polymer composites is widespread, as far as we know, there is a lack of data related to the use of these fibres as reinforcements in cement mortar matrices. In this work, the performance of ductile cement mortar composites reinforced with cellulose nanofibres has been evaluated and compared with the one of composites reinforced with conventional sisal pulp. To improve the composite degradation, silica fume was replaced partially the portland cement. In addition, the effect of a decrease of sand particles in the performance of the material has been analyzed. Results show how the use of nanofibrillated cellulose fibres combined with fine sand leads to composites with enhanced both flexural modulus and flexural strength. Nevertheless, the higher values of fracture energy were obtained for the composites prepared with conventional pulps.
机译:大多数已发布的工程在天然纤维增强水泥复合材料领域,描述了使用几毫米长度(2-10毫米)的天然纤维(2-10毫米),直径在10-30μm,如木浆,Sisal和Abaca纤维之间众所周知,通过将它们的尺寸降低到纳米级,可以增加这些纤维的增强能力。虽然在聚合物复合材料中施加纳米纤维,但据我们所知,缺乏与使用这些纤维作为水泥砂浆基质中的增强有关的数据。在这项工作中,已经评估了用纤维素纳米纤维增强的延性水泥砂浆复合材料的性能,并与常规Sisal纸浆增强的复合材料中的一种进行了比较。为了改善复合降解,硅粉是部分地替换的波特兰水泥。另外,已经分析了砂颗粒在材料性能下减少的效果。结果表明,如何使用纳米纤细纤维素纤维与细砂联合的复合材料,具有增强的弯曲模量和弯曲强度。然而,获得用常规纸浆制备的复合材料获得较高的裂缝能量。

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