Enhancing the printing quality and mechanical properties of 3D-printed cement composites with date syrup-based graphene coated sand hybrid

This study addresses the influence of adding date syrup-based graphene-coated sand hybrid (D-GSH) as a partial substitute for sand in 3D-printed cement composites, exploring its potential to enhance both fresh and hardened properties. Incorporating 0.5% D-GSH significantly improved the printing qual...

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Veröffentlicht in:Developments in the built environment 2024-12, Vol.20, p.100582, Article 100582
Hauptverfasser: Ali, Mohd Mukarram, Abu Al-Rub, Rashid K., Banat, Fawzi, Kim, Tae-Yeon
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Sprache:eng
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Zusammenfassung:This study addresses the influence of adding date syrup-based graphene-coated sand hybrid (D-GSH) as a partial substitute for sand in 3D-printed cement composites, exploring its potential to enhance both fresh and hardened properties. Incorporating 0.5% D-GSH significantly improved the printing quality compared to the control mix, as evidenced by the reduction in the variance in thickness of double layers from 38% to 28%. In addition, buildability was enhanced by 116% with an open time of 27 min. The rheological properties showed reduced viscosity and shear stress against shear rates, thereby enhancing flowability. Moreover, the addition of 0.5% D-GSH increased the compressive strength, flexural strength, and elastic modulus by 62%, 118%, and 40%, respectively, after 28 days of curing, compared with a mix containing silica fume. Microstructural analysis revealed that D-GSH effectively fills gaps, bridges cracks, and bonds with the hydration products of cement matrix, thus improving the mechanical properties. •The addition of 0.5% date syrup-based graphene-coated sand hybrid (D-GSH) enhanced the fresh state properties.•At 28 days, the inclusion of 0.5% D-GSH boosted the flexural strength by 118% compared to a mix containing silica fume.•Compressive strength and elastic modulus increased by 62% and 40%, respectively.•Scanning electron microscope images revealed D-GSH filling pores, bridging cracks, and bonding with the cement matrix.
ISSN:2666-1659
2666-1659
DOI:10.1016/j.dibe.2024.100582