Patrinou Anastasia I, Tziviloglou Eirini, Varoutoglou Athanasios, Favvas Evangelos P, Mitropoulos Athanasios C, Kyzas George Z, Metaxa Zoi S
Department of Chemistry, International Hellenic University, 65404 Kavala, Greece.
Research Unit of Advanced Materials, Department of Financial Engineering, School of Engineering, University of the Aegean, 41 Kountouriotou Str., 82132 Chios, Greece.
Nanomaterials (Basel). 2022 Aug 14;12(16):2786. doi: 10.3390/nano12162786.
The individual effect of nano- and micro-carbon-based fillers on the mechanical and the electrical properties of cement paste were experimentally examined in this study. The objective of the study was to separately examine the effects of size and morphology (platelets and fibers) of nano- and micro-reinforcement. Three different sizes of Graphene Nanoplatelets (GNPs), at contents of 0.05% and 0.20% and recycled milled carbon fibers (rCFs), at various dosages from 0.1-2.5% by weight of cement, were incorporated into the cementitious matrix. GNPs and rCFs were dispersed in water with air nanobubbles (NBs), an innovative method that, compared to common practice, does not require the use of chemicals or high ultrasonic energy. Compressive and bending tests were performed on GNPs- and rCFs-composites. The four-wire-method was used to evaluate the effect of the conductive fillers on the electrical resistivity of cement paste. The compressive and flexural strength of all the cementitious composites demonstrated a considerable increase compared to the reference specimens. Improvement of 269.5% and of 169% was observed at the compressive and flexural strength, respectively, at the GNPs-cement composites incorporating the largest lateral size GNPs at a concentration of 0.2% by weight of cement. Moreover, the rCFs-cement composites increased their compressive and flexural strength by 186% and 210%, respectively, compared to the reference specimens. The electrical resistivity of GNPs- and rCFs-composite specimens reduced up to 59% and 48%, respectively, compared to the reference specimens, which proves that the incorporation of GNPs and rCFs can create a conductive network within the cementitious matrix.
本研究通过实验考察了纳米和微米级碳基填料对水泥净浆力学性能和电学性能的单独影响。该研究的目的是分别考察纳米和微米级增强材料的尺寸和形态(片状和纤维状)的影响。将三种不同尺寸、含量分别为0.05%和0.20%的石墨烯纳米片(GNPs)以及不同剂量(占水泥重量的0.1 - 2.5%)的再生磨碎碳纤维(rCFs)掺入水泥基基体中。GNPs和rCFs与空气纳米气泡(NBs)一起分散在水中,这是一种创新方法,与常规方法相比,不需要使用化学物质或高超声能量。对含GNPs和rCFs的复合材料进行了抗压和抗弯试验。采用四线法评估导电填料对水泥净浆电阻率的影响。与参考试件相比,所有水泥基复合材料的抗压强度和抗弯强度均有显著提高。在水泥重量浓度为0.2%、掺入最大横向尺寸GNPs的GNPs - 水泥复合材料中,抗压强度提高了269.5%,抗弯强度提高了169%。此外,与参考试件相比,rCFs - 水泥复合材料的抗压强度和抗弯强度分别提高了186%和210%。与参考试件相比,含GNPs和rCFs的复合试件的电阻率分别降低了59%和48%,这证明掺入GNPs和rCFs可以在水泥基基体内形成导电网络。