Physical-Mechanical and Electrical Resistivity Properties of Cementitious Mortars Containing Fe3O4-MWCNTs Nanocomposite

Author:

Selen Veyis1,Guler Omer2,Nodehi Mehrab3ORCID,Sarı Ahmet45,Yaras Ali6,Gencel Osman7,Gholampour Aliakbar8ORCID,Ozbakkaloglu Togay9ORCID

Affiliation:

1. Department of Bioengineering, Firat University, 23119 Elazig, Turkey

2. Rare Earth Elements Application and Research Center, Munzur University, 62000 Tunceli, Turkey

3. Department of Civil Engineering, University of California, Davis, CA 95616, USA

4. Department of Metallurgical and Material Engineering, Karadeniz Technical University, 61080 Trabzon, Turkey

5. Interdisciplinary Research Center of Renewable Energy and Power Systems (IRC-REPS), King Fahd University of Petroleum & Minerals, Dhahran 31261, Saudi Arabia

6. Department of Metallurgical and Materials Engineering, Faculty of Engineering, Architecture and Design, Bartin University, 74110 Bartin, Turkey

7. Civil Engineering Department, Faculty of Engineering, Architecture and Design, Bartin University, 74100 Bartin, Turkey

8. College of Science and Engineering, Flinders University, Adelaide, SA 5042, Australia

9. Ingram School of Engineering, Texas State University, San Marcos, TX 78666, USA

Abstract

Recent growth in materials science and engineering technologies has pushed the construction industry to engage in new applications, such as the manufacturing of smart and electrically conductive products. Such novel uses of conductive construction materials would potentially allow their use in conjunction with various fields, such as those referred to as “Industry 4.0.” The following study uses iron oxide (Fe3O4)-multi-walled carbon nanotubes (MWCNTs) nanocomposites synthesized by chemical vapor deposition (CVD) and incorporated into the cementitious mortars as a substitute for sand at 1, 2, and 3% ratios to enhance the electrical conductivity. Results reveal that the electrical resistivity of cementitious composites decreases (due to the increase in electrical conductivity) from 208.3 to 61.6 Ω·m with both the Fe3O4-MWCNTs nanocomposites ratio and the increasing voltage. The lowest compressive strengths at 7 and 28 days are 12.6 and 17.4 MPa for specimens with 3% Fe3O4-MWCNTs and meet the standards that comply with most applications. On the other hand, the highest porosity was reached at 26.8% with a Fe3O4-MWCNTs rate of 3%. This increase in porosity caused a decrease in both the dry unit weight and ultrasonic pulse velocity (from 5156 to 4361 m/s). Further, it is found that the incorporation of Fe3O4-MWCNT nanocomposites can have a negative effect on the hardening process of mortars, leading to localized air cavities and an inhomogeneous development of cementing products. Nonetheless, the improvement of the electrical conductivity of the samples without significantly compromising their physico-mechanical properties will allow their use in various fields, such as deicing applications with low-voltage electric current.

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

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