Abstract
An extrusion-based 3D printing mortar was designed and included in this study to evaluate the printing characteristics of the cementitious materialwith a maximum aggregate size of 1.18 mm and nanoclay (nC) as viscosity modifying agent (VMA). This 3D printing mortar is also composed of cement(OPC), fly ash, basalt fibre, and a polycarboxylate polymer superplasticizer. The mechanical performance of the 3D printing mortar in the presence of nanoclay was investigated and compared to mold cast equivalents. The inclusion of nanoclay considerably reduced mortar bleeding, which was good for mortar mixture stabilisation. Even though flowability of the mortar mixture decreased considerably with an increase in the content of nanoclay, the mortar mixture remained extrudable even after 1 hour. The printability of the mortar mixture characterized here by layer settlement also improved as the amount of nanoclay increased. A decrease in the settlement of printed layers can be attributed to an increase in the yield stress of the material as the quantity of nanoclay increases in the mixture. A good correlation was drawn from both compressive strength and flexural strength testing of the 3D printed mortar and the corresponding mold cast counterparts after 1 day and 28 days of testing.
Original language | English |
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Publication status | Published - 26 Jun 2022 |
Event | 3rd RILEM International Conference on Concrete and Digital Fabrication (Digital Concrete 2022) - Loughborough University, UK, Loughborough, United Kingdom Duration: 26 Jun 2022 → 29 Jun 2022 https://www.digitalconcrete2022.com/ |
Conference
Conference | 3rd RILEM International Conference on Concrete and Digital Fabrication (Digital Concrete 2022) |
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Country/Territory | United Kingdom |
City | Loughborough |
Period | 26/06/2022 → 29/06/2022 |
Internet address |
Keywords
- Nano clay, Printability, Extrudability, Compressive strength