Assessment the Influence of Fe2O3 Micro and Nanoparticles on Properties of Concrete

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This work focuses on investigating the behavior of micro and nanoFe2O3 in concrete through the study of microscopy, compressive strength and flexural strength. Seven mixes of concrete are prepared. Three of which include micro Fe2O3 comprising 1%, 3% and 5% as partial substitutions of cement weight and the other three mixes containing 1%, 3% and 5% nanoFe2O3 as a partial substitutions of cement weight, as well as the reference mix. SEM study exhibits that the microstructure of sample produced with micro Fe2O3 show more uniformity and dense compared with reference sample. However, existence of micro cracks in the microstructure in mixes with micro Fe2O3 is clear especially with increasing micro Fe2O3 content to 3% and 5%. In mixes with nanoFe2O3, the new shapes of needle like crystals and flower like crystals can be distinguished. The presence of these types of crystals in thrives amount approve that nanoFe2O3 producing new phases of gel. Hence, the microstructure of samples is condensed, and with the increasing of nanoFe2O3 content the microstructure is completely compacted. The results of compressive strength and flexural strength showed that the mechanical properties are related to microstructure properties. When micro Fe2O3 is used, the mechanical properties drop obviously. While, the mechanical properties are improved in mixes containing nanoparticles in comparison with the control mix.

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29-37

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October 2020

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[1] P. Sikora, E. Horszczaruk, K. Cendrowski, and E. Mijowska, The Influence of nano-Fe3O4 on the Microstructure and Mechanical Properties of Cementitious Composites, Nanoscale Research Letters, 11:182 DOI 10.1186/s11671-016-1401-1, (2016).

DOI: 10.1186/s11671-016-1401-1

Google Scholar

[2] A. Rattan, P. Sachdeva, A. Chaudhary Use of Nanomaterials in Concrete, International Journal of Latest Research in Engineering and Technology (IJLRET), Vol. 2(5), pp.81-84, 2016. http://www.ijlret.com.

Google Scholar

[3] J. Silvestre, N. Silvestre, and J. de Brito Review on concrete nanotechnology,, European Journal of Environmental and Civil Engineering, Vol. 20(4), pp.1-31, (2015).

DOI: 10.1080/19648189.2015.1042070

Google Scholar

[4] J. Bogdan, A. Jackowska-Tracz, J. Zarzynska, and J. Plawinska-Czarnak Chances and limitations of nanosized titanium dioxide practical application in view of its physicochemical properties,, Nanoscale Research Letters are provided by courtesy of Springer, 10:57, (2015).

DOI: 10.1186/s11671-015-0753-2

Google Scholar

[5] P. Sikora, E. Horszczaruk, and T. Rucinska The effect of nanosilica and titanium dioxide on the mechanical and self-cleaning properties of waste-glass cement mortar,. Proc. Eng, Vol. 53, pp.108-146, (2015).

DOI: 10.1016/j.proeng.2015.06.130

Google Scholar

[6] T.M. Mendees, D. Hotza, and W.L. Repette, Nanoparticles in cement based materials: A review , Rev. Adv. Mater. Sci, Vol. 40, pp.89-96, 2015).

Google Scholar

[7] N. A. Yazdi, M. R. Arefi, E. Mollaahmadi, and B. A. Nejand, To study the effect of adding Fe2O3 nanoparticles on the morphology properties and microstructure of cement mortar,. Life Science Journal, vol. 8(4), pp.550-554, 2011, (cited by Sikora et al. 2016 [1]).

Google Scholar

[8] A. Nazari, S. Riahi, F. Shamekhi, and A. Khademno, Benefits of Fe2O3 nanoparticles in concrete mixing matrix,, Journal of American Science, Vol. 6(4), pp.102-106, 2010, (cited by Sikora et al. 2016 [1]).

Google Scholar

[9] M.A. Sanjuán, C. Argiz, J. C. Gálvez, E. Reyes Combined effect of nano-SiO2 and nano-Fe2O3 on compressive strength, flexural strength, porosity and electrical resistivity in cement mortars,, Materiales de Construcción, Vol. 68 (329), 2018. e150. https://doi.org/10.3989/mc.2018.10716.

DOI: 10.3989/mc.2018.10716

Google Scholar

[10] ASTM C 150 standard Specification for Portland Cement, American Society for Testing and Materials. CFR Section(s): 30 CFR 250.901(d) (9).

Google Scholar

[11] IQS, Iraqi Specification, No.45, 1984, Specification of natural aggregate.

Google Scholar

[12] B.S.1881. Part 116, (1989).Method for determination of compressive strength of concrete cubes,. British Standards Institution, 3 pp.

Google Scholar

[13] B.S.1881. Part 118, (1989), Method for Determination of Flexural Strength,, British Standards Institution, 3pp.

Google Scholar

[14] Sen Du, Junliang Wu, Othman AlShareedah, and Xianming Shi Nanotechnology in Cement-Based Materials: A Review of Durability, Modeling, and Advanced Characterization, Nanomaterials , 9(9), 1213; 2019, https://doi.org/10.3390/nano9091213.

DOI: 10.3390/nano9091213

Google Scholar

[15] H. Li, H.G. Xiao, J. Yuan, J. Ou Microstructure of cement mortar with nano-particles,, Compos: Part B: Eng, Vol. 9, pp.35-185, 2004. (cited by Du et al. 2019 [14]).

DOI: 10.1016/s1359-8368(03)00052-0

Google Scholar

[16] H. Li, M.H. Zhang, J.P. Ou. Abrasion resistance of concrete containing nano-particles for pavement,. Wear, Vol. 260, p.1262–1266, 2006. (cited by Du et al. 2019 [14]).

DOI: 10.1016/j.wear.2005.08.006

Google Scholar