Physiochemical and mechanical properties of reduced graphene oxide–cement mortar composites: Effect of reduced graphene oxide particle size
Introduction
Graphene derivatives, as carbon-based nanomaterials, are starting to be utilized widely to improve mechanical properties of cementitious materials. For industrial applications they have two main forms, namely the graphene oxide (GO) and reduced graphene oxide (rGO), which are produced from pristine graphene [1]. rGO is produced through reduction of oxygen functionalities of GO chemically or thermally [2]. Pristine graphene has high surface area and energy and excellent mechanical properties, but it has low dispersibility properties in water owing to its hydrophobicity, leading to graphene agglomeration in the water that limits its applications [3]. On the other hand, GO has high dispersibility properties in water, but its mechanical properties are weaker compared to that of pristine graphene [4], [5]. rGO can be modified to exhibit favorable properties of both GO (high dispersibility in water) and pristine graphene (excellent mechanical properties) [6]. Therefore, rGO has a great potential to be considered as an ideal graphene material for improving the performance of cementitious materials.
In recent years, several experimental studies have been performed to investigate the mechanical properties of cementitious materials containing graphene nanosheets (e.g. [7], [8], [9], [10], [11], [12], [13], [14], [15], [16], [17]). Most of these studies focused on using GO and reported the beneficial use of this material to improve mechanical properties of cementitious materials. Limited number of studies focused on using rGO in cementitious materials (cement mortar [6], cement paste [18], [19], and geopolymer [20]). These studies revealed the great potential of using rGO to enhance the mechanical properties of cementitious materials. The only study on the use of rGO in cement mortar composite [6] showed that the inclusion of 0.1% rGO produced by 15 min oxygen reduction and 0.2% (wt%) hydrazine with mild level of oxygen functional groups leads to 45% and 84% increase in tensile and compressive strength of cement mortar composites at 28 days, respectively. This study also showed that the tensile and compressive strength enhancements were respectively 20% and 8% higher than those of cement mortar composites containing 0.1% GO obtained from the same graphene source, indicating further improvements of the mechanical properties of cementitious materials through the use of rGO. Recent studies [21], [22] reported that particle size of graphene derivatives exhibits a great impact on their chemical and mechanical properties. To date, the existing studies only focused on the influence of the chemical composition of graphene, level of oxygen functional groups, and dosage, and there is no study on the influence of the graphene derivatives particle size on physiochemical and mechanical behavior of cementitious materials.
To address the above-mentioned research gap, this paper reports a study to assess the effect of the rGO particle size on the physiochemical and mechanical performance of rGO-cement mortar composites. Our recent studies [6], [11] revealed that the GO dosage of 0.1% (by weight of cement) with mild oxygen functional groups, after reducing to rGO, is the optimum to develop the highest strength of cement mortar composites. In the current study, a series of rGO particle sizes of 245.0 ± 29.3, 207.3 ± 18.3, 169.8 ± 5.8, 172.6 ± 1.9 and 183.4 ± 20.8 nm obtained by different sonication times of 1, 2, 4, 6, and 8 h were designed based on the optimum rGO condition developed in our previous two studies, respectively. Scanning electron micrograph (SEM), energy-dispersive x-ray (EDX) spectroscopy, Fourier transform infrared spectroscopy (FTIR), thermogravimetric analysis (TGA), x-ray diffraction (XRD), and axial tension and compression tests were performed on the composites. Findings of this study contribute significantly toward better understanding on how to improve the formulations and properties of rGO in the development of advanced cementitious materials for high performance applications.
Section snippets
Preparation of rGO
GO was initially prepared by oxidizing natural graphite using the same method reported in Ref. [11] and subsequently sonicated at different sonication times of 1, 2, 4, 6, and 8 h for the purpose of their size reduction. The sonication times were selected based on the literature review [23], [24] and preliminary studies, which indicated possible aggregation of rGO sheets when the sonication time reached 8 h. rGO from as-sonicated GO was produced with the same method reported in Ref. [6], in
Particle size measurement of prepared rGOs
rGO sheets were derived with the oxygen functionalities during the synthesis and they were torn up into smaller sizes using sonication at different durations. Fig. 1 shows the particle size measurement results of different rGOs. As observed, the size reduction was successfully achieved from 245.0 ± 29.3 for the rGO1 to 169.8 ± 5.8 nm for the rGO4. It should be noted that GO from which rGOs were produced had an approximate average particle size of 1 μm, as was reported in literature [11]. The
Conclusions
This paper has presented the results of the study on the influence of particle size of rGO sheets on physicochemical and mechanical performance of rGO-cement mortar composites. rGOs with different particle sizes were obtained by sonication times at 1, 2, 4, 6, and 8 h. The particle size measurement of rGO sheets revealed that an increase in the sonication time from 1 to 4 h results in a decrease in the size of the rGO sheets from 245.0 ± 29.3 to 169.8 ± 5.8 nm, but further increase in the
CRediT authorship contribution statement
Meisam Valizadeh Kiamahalleh: Conceptualization, Methodology, Formal analysis, Writing - original draft. Aliakbar Gholampour: Conceptualization, Methodology, Formal analysis, Writing - original draft. Diana N.H. Tran: Formal analysis, Writing - review & editing. Togay Ozbakkaloglu: Conceptualization, Methodology, Writing - review & editing. Dusan Losic: Conceptualization, Methodology, Writing - review & editing.
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgements
This work was supported and funded by the ARC Research Hub for Graphene Enabled Industry Transformation IH150100003 and First Graphene Ltd (Perth, Australia). The authors thank the Schools of Civil, Environmental and Mining Engineering and Chemical Engineering of the University of Adelaide for supporting this work.
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