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Published on: March 12, 2014
Dragoș Ungureanu1,2, Cătălin Onuțu1, Dorina Nicolina Isopescu1
1Faculty of Civil Engineering and Building Services, "Gheorghe Asachi" Technical University of Iaşi, 43 Mangeron Blvd., 700050 Iaşi, Romania.
This study explores the use of fiber-reinforced mortars in 3D printing for civil engineering. Traditional 3D printers face limitations due to expensive extrusion systems and restricted material options. The researchers tested mixtures that can be printed using a screw pump, a more affordable and accessible option. They evaluated the materials for their ability to be extruded, maintain shape, and resist deformation. The results showed that the mortars had good mechanical strength and could support the construction of complex structures. The study suggests that this method may reduce printing costs and improve the availability of 3D printing in civil engineering. The researchers propose that this approach could be used for sustainable and economically viable housing construction in the future.
Area of Science:
Background:
The use of 3D printing in civil engineering has introduced new possibilities for fabricating complex structures with customized geometries. Traditional methods rely on layer-by-layer deposition using cement-based materials. However, the extrusion mechanism remains a costly and limiting component in many 3D printing systems. Existing low-scale printers face challenges due to the geometry of the extruder and mixing blade, which restrict the range of printable materials. These limitations increase the risk of blockage or layer splitting during printing. Prior research has demonstrated the potential of fiber-reinforced materials in enhancing structural performance. Yet, no prior work had resolved the issue of material versatility in low-cost 3D printing systems. This gap motivated the development of affordable alternatives that expand the range of printable materials without compromising structural integrity. The need for accessible and adaptable 3D printing solutions in civil engineering remains a key challenge.
Purpose Of The Study:
This study aimed to explore the feasibility of using fiber-reinforced mortars in 3D printing with a commercially available screw pump. The goal was to identify mixtures that could overcome the material limitations of current low-scale printers. The researchers focused on developing mortars with suitable fresh properties for extrusion. They also sought to evaluate the mechanical performance of the printed structures. The motivation stemmed from the high cost and limited adaptability of existing extrusion systems. By using a screw pump instead of a traditional extruder, the team aimed to reduce printing costs and improve accessibility. The study sought to determine whether such an approach could support the fabrication of complex and durable structures. The ultimate objective was to provide a more sustainable and economically viable method for 3D printing in civil engineering.
Main Methods:
The researchers designed and tested various fiber-reinforced mortar mixtures for 3D printing. They used a commercially available screw pump as the extrusion mechanism. The mixtures were evaluated for their extrudability and buildability. Flowability tests were conducted to assess the material's ability to maintain shape after deposition. Mechanical properties were measured using flexural and compressive strength tests. The team analyzed the performance of each mixture under different printing conditions. They compared the results to determine the most suitable formulation for 3D printing. The study focused on optimizing material composition to ensure compatibility with the screw pump system.
Main Results:
The study found that the fiber-reinforced mortars exhibited good extrudability and buildability. The mixtures maintained their shape after deposition, indicating strong layer adhesion. Flowability tests showed that the materials could be printed without significant deformation. Flexural strength measurements ranged from 6.2 to 8.5 MPa, depending on the fiber content. Compressive strength values were between 28 and 35 MPa. These results suggest that the mortars can support the construction of durable structures. The use of a screw pump reduced the risk of blockage and layer splitting. The findings highlight the potential of this approach for printing complex and high-strength civil engineering structures.
Conclusions:
The results suggest that fiber-reinforced mortars can be effectively 3D printed using a screw pump. The study supports the idea that this method can reduce printing costs and improve accessibility. The researchers propose that the reduced facility requirements make this approach suitable for on-site construction. The mechanical performance of the printed structures indicates their potential for real-world applications. The authors suggest that further innovations could expand the use of this method in sustainable housing. The findings imply that this approach may enable the printing of single-family housing units. The study highlights the importance of material adaptability in 3D printing systems. The authors suggest that this method may offer a more economically feasible alternative to traditional extrusion systems.
The mortars showed good extrudability and mechanical strength, supporting the construction of durable structures.
The screw pump reduced the risk of blockage and layer splitting, making it more suitable for low-scale printing.
Buildability was critical, as it ensured the material maintained its shape after deposition.
They measured flexural and compressive strengths to evaluate structural integrity.
Flexural strength ranged from 6.2 to 8.5 MPa, depending on fiber content.
The method may enable the sustainable and economically feasible printing of single-family housing units.