Interface Bonding in 3D-Printed Concrete (2025-08)¶
, Aurilio R., ,
Contribution - Engineering Materials, Structures, Systems and Methods for a More Sustainable Future, pp. 205-206
Abstract
3D Concrete Printing (3DCP) offers advantages such as eliminating formwork and reducing construction waste, but weak interfaces between printed layers remains a key challenge, compromising structural integrity and durability. This study evaluates bond strength at these interfaces through splitting tension tests on 150 mm³ cubes, simulating worst-case scenarios with a one-hour layer gap. Digital Image Correlation (DIC) is used to capture failure displacement. The resulting data will inform numerical simulations, where cohesive elements with a traction-separation material model represent the interfaces. The findings of this research will enhance understanding of interfaces and lead to improvements in the safety, durability, and performance of 3D-printed concrete structures.
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BibTeX
@inproceedings{miri_auri_pola_baaj.2025.IBi3PC,
author = "Zahra Sadat Miri and R. M. Aurilio and Maria Anna Polak and Hassan Baaj",
title = "Interface Bonding in 3D-Printed Concrete: Experimental Evaluation and Numerical Modeling",
doi = "10.1201/9781003677895-97",
year = "2025",
pages = "205--206",
booktitle = "Engineering Materials, Structures, Systems and Methods for a More Sustainable Future",
editor = "Alphose Zingoni",
}
Formatted Citation
Z. S. Miri, R. M. Aurilio, M. A. Polak and H. Baaj, “Interface Bonding in 3D-Printed Concrete: Experimental Evaluation and Numerical Modeling”, in Engineering Materials, Structures, Systems and Methods for a More Sustainable Future, 2025, pp. 205–206. doi: 10.1201/9781003677895-97.
Miri, Zahra Sadat, R. M. Aurilio, Maria Anna Polak, and Hassan Baaj. “Interface Bonding in 3D-Printed Concrete: Experimental Evaluation and Numerical Modeling”. In Engineering Materials, Structures, Systems and Methods for a More Sustainable Future, edited by Alphose Zingoni, 205–6, 2025. https://doi.org/10.1201/9781003677895-97.