Effect of mixing duration on flexural strength of multi walled carbon nanotubes cementitious composites
Author | Mohsen, Mohamed O. |
Author | Al-Nuaimi, Nasser |
Author | Abu Al-Rub, Rashid K. |
Author | Senouci, Ahmed |
Author | Bani-Hani, Khaldoon A. |
Available date | 2021-04-15T14:11:20Z |
Publication Date | 2016 |
Publication Name | Construction and Building Materials |
Resource | Scopus |
Abstract | This paper investigates the effect of mixing duration on the flexural strength of multi-walled carbon nanotubes (MWCNTs) reinforced cementitious composites. Each batch containing 0.03%, 0.08%, 0.15% or 0.25% MWCNT to cement weight fractions was prepared using mixing durations of 1.5, 15, 30, and 60 min. On the 28th day, the flexural strengths of the specimens prepared from the batches, were obtained using three-point bending tests. The specimen microstructures were investigated using scanning electron microscope (SEM) and image analysis techniques. The purpose of the investigation was to identify potential relationships between strength, dispersion, void ratio, and mixing duration. The results showed that increasing the mixing duration improved the dispersion and strength of most MWCNT reinforced cementitious batches. They also showed a high flexural strength increase for MWCNT reinforced cementitious batches containing a 0.25% CNT to cement weight fraction and mixed for 60 min. Moreover, the results showed that increasing the mixing duration resulted in a reduction of the percent void ratio of MWCNT reinforced cementitious batches. These findings are significant for a wide variety of concrete applications where higher flexural strength and small void are needed. |
Sponsor | This work was made possible by a National Priority Research Program award [NPRP 4-1142-2-440] from the Qatar National Research Fund (a member of Qatar Foundation). The statements made herein are solely the responsibility of the author[s]. |
Language | en |
Publisher | Elsevier Ltd |
Subject | Carbon nanotubes dispersion Cement mixing duration Flexural strength Nanocompostite cement Porosity effect |
Type | Article |
Pagination | 586-598 |
Volume Number | 126 |
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Civil & Architectural Engineering [778 items ]