Effect of Interlayer Time-Lapse and Workability Retention on Printed Concrete Performance

The rapid advancement of additive manufacturing technologies for concrete construction requires further understanding of material performance and its relationship with print parameters such as interlayer time-lapse and workability retention during the print. This study addresses the effects of the time delay between consecutive extruded layers on the mechanical performance of printed concrete using a mix designed by Quikrete. A series of specimens were prepared with printing delays of 10, 15, 30, and 60 min. This work correlates the change in fracture properties, mechanical performance, and workability retention with the interlayer time-lapse between two consecutive concrete layers. Interlayer time-lapse is defined as the time difference in printing of two consequent layers of concrete. It affects individual properties differently based on the loading direction and test types, but it is consistent in terms of interlayer performance. The understanding of the effect of interlayer time-lapse on the fracture properties between two consecutive printed layers fills the knowledge gaps in printed concrete research. Therefore, this study can help researchers perform required optimization and safely estimate the performance of printed concrete.

Automated summary

This study investigates the impact of time delay between consecutive extruded layers on the mechanical performance of printed concrete. A series of specimens with different printing delays were prepared using a mix designed by Quikrete. The results show that the time delay between consecutive layers affects fracture properties, mechanical performance, and workability retention. This study fills the knowledge gaps in understanding the effect of interlayer time-lapse on fracture properties in printed concrete research and can assist researchers in optimizing and estimating the performance of printed concrete.