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Stereolithographic 3D Printing with Renewable Acrylates
Published on: September 12, 2018
Jolien Van Der Putten1, Maxim Deprez2, Veerle Cnudde2,3
1Magnel laboratory for Concrete Research, Department of Structural Engineering, Faculty of engineering and Architecture, Ghent University, Technologiepark Zwijnaarde 60, B-9052 Ghent, Belgium. Jolien.VanDerPutten@UGent.be.
This study explores how 3D concrete printing parameters affect the microstructure and performance of printed materials. Researchers tested two key factors: printing speed and inter-layer time. They found that higher printing speeds reduce surface roughness due to increased kinetic energy. Shorter time intervals between layers lead to more unhydrated cement particles and more pores. These changes impact mechanical strength and durability. The study shows that process settings directly influence material behavior. Understanding these effects can help optimize 3D printed concrete for better performance and reliability.
Area of Science:
Background:
Concrete durability and mechanical behavior are influenced by microstructural features. 3D concrete printing introduces new challenges in material performance. Traditional molding techniques are replaced by layer-by-layer deposition. This shift raises concerns about void formation and hydration. Existing knowledge shows that voids can reduce strength and durability. However, the impact of printing parameters on microstructure remains unclear. This gap motivated researchers to study how printing conditions affect material properties. Understanding these relationships is crucial for optimizing 3D printed structures.
Purpose Of The Study:
The study aimed to evaluate how 3D concrete printing parameters influence microstructure. Printing speed and inter-layer time were selected for investigation. The goal was to link these parameters to mechanical and durability properties. Researchers wanted to understand how kinetic energy affects surface roughness. They also sought to determine the hydration behavior under different time intervals. The study focused on both fresh and hardened material states. This approach allowed for a comprehensive analysis of structural impacts. The findings could guide the development of more reliable 3D printed concrete.
Main Methods:
The study used experimental testing to assess microstructural changes. Two process parameters were varied: printing speed and inter-layer time. Surface roughness was measured to evaluate layer adhesion. Unhydrated cement content was analyzed using microstructural techniques. Pore distribution and quantity were quantified through imaging. Mechanical performance was tested under controlled conditions. Data from fresh and hardened states were compared. The results were used to correlate process settings with material behavior.
Main Results:
Higher printing speeds produced lower surface roughness due to increased kinetic energy. Lower inter-layer times resulted in more unhydrated cement particles. This was linked to higher water demand for CSH bridge formation. Pore numbers and distribution were greater with shorter time intervals. Mechanical performance decreased with both higher speed and shorter time. The findings suggest a trade-off between printing efficiency and material quality. Surface roughness and hydration levels were key indicators of performance. These results highlight the importance of parameter optimization.
Conclusions:
The study shows that printing parameters directly influence microstructure and performance. Both speed and inter-layer time affect hydration and pore formation. These factors, in turn, impact mechanical strength and durability. The findings suggest that parameter adjustments can improve material behavior. However, increasing speed or reducing time intervals may lower performance. The results emphasize the need for careful process control. Future work may explore additional parameters and material compositions. The study supports the development of more reliable 3D printed concrete.
Higher printing speeds create lower surface roughness due to increased kinetic energy and applied force.
Shorter inter-layer times increase unhydrated cement particles due to higher water demand and reduced hydration.
Lower time intervals lead to more pronounced pores and uneven distribution due to limited hydration.
CSH bridges are crucial for early hydration and structural integrity during layer adhesion.
Both higher printing speed and shorter inter-layer times reduce mechanical performance.
The authors suggest that process parameters influence durability by affecting microstructure and chemical resistance.