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Improvements in self-consolidating cementitious composites by using micro carbonized aggregates

机译:使用微碳化骨料改进自固结水泥基复合材料

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There is growing interest in the use of self-consolidating cementitious systems in construction industry. The present research was conducted to enhance the mechanical performance of cement composites by the utilization of micro-sized inert particles. This paper deals with the synthesis of micro-sized inert carbonized particles from hemp hurds. The synthesized carbonized particles were characterized by field emission scanning electron microscope (FESEM). These particles were further used as additive in self-consolidating cement composites. Total of four different wt% additions (i.e. 0.08, 0.20, 1.00 and 3.00 by wt% of cement) were investigated. The cement composites containing carbonized particles inclusions were characterized by three point bending and compression tests. The results indicate that the carbonized particles additions enhanced the flexural and compressive strengths of the cement composites. It was also observed that the fracture properties and the energy absorption capability of the cement composites were enhanced substantially.
机译:在建筑行业中使用自固结胶结体系的兴趣日益浓厚。进行本研究是为了通过利用微细的惰性颗粒来增强水泥复合材料的机械性能。本文涉及由大麻草合成微小尺寸的惰性碳化颗粒。用场发射扫描电子显微镜(FESEM)对合成的碳化颗粒进行了表征。这些颗粒进一步用作自固结水泥复合材料的添加剂。共研究了四种不同的wt%的添加量(即以水泥的wt%为基准的0.08、0.20、1.00和3.00)。通过三点弯曲和压缩试验对包含碳化颗粒夹杂物的水泥复合材料进行了表征。结果表明,碳化颗粒的加入增强了水泥复合材料的抗弯强度和抗压强度。还观察到水泥复合材料的断裂性能和能量吸收能力显着提高。

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