Year: 2025
Type: article
Abstract: Three-Dimensional Concrete Printing (3DCP) is transforming the construction industry by offering faster, more cost-effective, and sustainable building solutions. However, a major challenge that hinders its full potential is the low tensile strength of concrete, which, as in conventional methods, necessitates reinforcement. Unlike traditional construction, integrating reinforcement into the automated 3D printing process is complex and remains a critical research gap. In this study, zigzag-reinforcing method, that could be classified as an in-process interlayer reinforcement in 3DCP, is proposed. To investigate the effect of the proposed reinforcement technique, an analytical study was conducted using Abaqus finite-element software. Four beam models with different reinforcement configurations were considered: an unreinforced control specimen, two Nitinol-reinforced beams (one exhibiting superelastic behavior and the other the shape memory effect), and a steel-reinforced beam. Three-point bending tests were simulated using a displacement-controlled, centrally applied load. The results showed that zigzag reinforcement improved flexibility and prevented sudden failure. The Nitinol-reinforced sample with superelastic behavior failed at a displacement of 2.67 mm, approximately 37 times greater than the 0.07 mm failure displacement of the unreinforced beam. Unlike the unreinforced specimen, where cracks propagated vertically, the zigzag reinforcement redirected crack propagation horizontally, allowing the beams to carry more load. Additionally, the steel-reinforced sample demonstrated a 68% increase in maximum flexural moment and a 286% increase in flexibility compared to the control specimen. Overall, zigzag reinforcement significantly enhanced the mechanical performance of the samples, and if its durability and other practical parameters are validated through experimental studies, it could be considered a promising reinforcement technique for use in 3D concrete printing.
Source: Buildings
Authors: Bahram Ahadi, Mercedes Valiente López
Institution: Universidad Politécnica de Madrid
Language: English
Subfield: Building and Construction
Field: Engineering
Domain: Physical Sciences
Open Access status: gold
Estimated APC paid: $3,137
OpenAlex ID: W4410494255