This is the authors' abstract. We don't add key points for this paper.
This study identifies the need for a prefabricated reinforced 3D printed concrete (3DPC) beam that can integrate into a building system. A novel 3DPC beam for a specified target structure is designed, fabricated, and experimentally tested. The beam design is experimentally investigated by fabricating the beam with design-determined print parameters and performing a set of two large-scale 4-point bending tests which determine the shear and flexural resistance of the beam. Modified Eurocode design equations successfully predict the flexural resistance within 6%, however the shear design equations overpredict the shear resistance by 51%. The study provides a replicable design and fabrication workflow for 3DPC elements, and a feasible 3DPC beam concept that requires shear strengthening before application in the target frame. 3D concrete printing designers are provided with a 3DPC beam solution with the potential to integrate into a building system and are further equipped to design and fabricate future 3DPC building elements.
Answers are grounded in this paper and cite their sources.
No takes yet. Share an insight, caveat, or question.
Haar et al. (2024) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: