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 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.

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Publication Details

Journal
Developments in the Built Environment
Published
2024-11-24
DOI
https://doi.org/10.1016/j.dibe.2024.100582
Citations
6
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
1.59

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article

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

Rashid K. Abu Al‐Rub, FAWZI A. BANAT, Tae‐Yeon Kim, Mohd Mukarram Ali
6 citations
Developments in the Built Environment
Innovations in Concrete and Construction Materials
1.59
article

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

Rashid K. Abu Al‐Rub, FAWZI A. BANAT, Tae‐Yeon Kim, Mohd Mukarram Ali
article en
6 citations

Abstract

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.

Developments in the Built EnvironmentVol. 20
Khalifa University of Science and Technology (AE)
Khalifa University of Science, Technology and Research
Openalex Percentile: Top 18%
Innovations in Concrete and Construction Materials
1.59
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