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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Schutter, Geert De
Ghent University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (29/29 displayed)
- 2024Acoustic signatures of hydration and microcracking in early-age concretecitations
- 2023Assessment of pore structure characteristics and tortuosity of 3D printed concrete using mercury intrusion porosimetry and X-ray tomographycitations
- 2023Future perspectives for alkali-activated materials: from existing standards to structural applicationscitations
- 2023Recent progress and technical challenges in using calcium sulfoaluminate (CSA) cementcitations
- 2023Evaluation of copper slag and stainless steel slag as replacements for blast furnace slag in binary and ternary alkali-activated cementscitations
- 2023Geometric Conformability of 3D Concrete Printing Mixtures from a Rheological Perspectivecitations
- 2023Characterisation of alkali-activated stainless steel slag and blast-furnace slag cementscitations
- 2023Magneto-rheology control of cement paste containing Fe3O4 nanoparticles in view of reducing or preventing formwork leakagecitations
- 2023Active rheology control of cementitious materials with responsive mineral particles
- 2023Application of active rheology control to 3D printing of cementitious materialscitations
- 2023The sensitivity of Acoustic Emission (AE) for monitoring the effect of SAPs in fresh concrete
- 2022Shrinkage and settlement assessment of fresh concrete using Digital Image Correlation (DIC) and Acoustic Emission (AE)
- 2022Properties and testing of printed cement-based materials in hardened statecitations
- 2022Printable Cement-Based Materials: Fresh Properties Measurements and Controlcitations
- 2022Stiffening controllable concrete modified with redispersible polymer powder for twin-pipe printingcitations
- 2022Transport properties of 3D printed cementitious materials with prolonged time gap between successive layerscitations
- 2022Adhesive properties of fresh cementitious materials as measured by the tack test
- 2022Using limestone powder as a carrier for the accelerator in extrusion-based 3D concrete printingcitations
- 2021Possibilities of fly ash as responsive additive in magneto-rheology control of cementitious materialscitations
- 2021Quantitative assessment of the influence of external magnetic field on clustering of nano-Fe3O4 particles in cementitious pastecitations
- 2021Active stiffening control by magnetically induced blocking in confined flow of fly ash pastescitations
- 2020Structural Build-Up of Cementitious Paste Under External Magnetic Fieldscitations
- 2019Microstructural characterization of 3D printed cementitious materialscitations
- 2019Stiffening control of printable cement paste with flash setting admixture
- 2019Full-Field Settlement Measurement at Fresh Cementitious Material by Digital Image Correlation
- 2019Influence of nano-clay on rheology, fresh properties of hydration and strength of cement-based mortarscitations
- 2018Proceedings of the Symposium on Concrete Modelling
- 2016Chloride interaction with concretes subjected to a permanent splitting tensile stress level of 65%citations
- 2008X-ray computed microtomography on cementitious materials
Places of action
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article
Stiffening controllable concrete modified with redispersible polymer powder for twin-pipe printing
Abstract
To achieve stiffening control in 3D concrete printing, a twin-pipe pumping (TPP) system has been developed,where two streams of cementitious materials are pumped separately via two pumps and blended over a helicalstatic mixer right before extrusion. However, in addition to the interlayer region, the presence of striationsconsisting of unmixed limestone-based regions reduces the mechanical integrity of printed elements in earlierresearch on TPP strategy making use of a cement-based mixture and a limestone-based mixture. In this work, weexamined the use of redispersible polymer powder (RDP) as a means to improve the mechanical performance ofsuch 3D printed elements. Limestone powder in the limestone-based mixture was partially substituted bydifferent dosages of redispersible polymer powder (5, 10, and 15 %). Rheological behavior of the cement-basedmixture and the limestone-based mixture was evaluated. Further, we studied the effect of RDP addition on thehydration and the early age mechanical behavior of the combined mixtures. In the hardened state, specimensextracted from 3D printed wall elements were tested for flexural, compressive, and tensile strength. Its microstructure was examined using scanning electron microscopy. From the results of various studies conducted,although adding redispersible polymer powder would slightly reduce the very early age mechanical strength, itenhances the mechanical integrity in the hardened state due to film formation in the limestone-based mixture.