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ANALYSIS OF THE FAILURE MECHANISM OF 3DPC OBJECTS

Adam Čítek, Milan Hola, David Čítek, Petr Sejkot

First published: 2025-08-15https://doi.org/10.5593/sgem2025/6.1/s25.36View metrics

Abstract

3D concrete printing is an innovative approach to construction that enables faster, flexible and material-efficient building construction. A key factor for the broader adoption of this technology is understanding the mechanical properties of printed concrete constructions and validating them through experimental and numerical studies. This paper focuses on the determination of the mechanical properties of digital concrete with emphasis on the effect of production technology, testing and analysis of failure mechanisms of printed objects. Firstly, the basic mechanical properties of the cementitious material were analyzed. These parameters were then verified after extrusion into the molds and subsequently by drilling out of the printed structure. The results confirmed the consistency of the mixture used and enabled numerical analyses. A very important part was to investigate strength development in short times due to the use of a solidification accelerator, to develop software modules for the numerical modelling of the printing phase. The obtained parameters were used to design printed objects - cylinders (tubes) of different heights on which the resulting load capacity was tested. The main objective was to provide the basis for numerical analyses also in terms of the failure mechanism of the printed objects. Due to the brittle failure, it is a very sudden and rapid phenomenon. To verify numerical models and predict behavior, the Digital Image Correlation (DIC) method was applied, allowing deformation measurements and retrospective analysis of crack initiation. The results help to determine failure modes and validate computational models which lead to more reliable structural design.

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Publication details

Title
ANALYSIS OF THE FAILURE MECHANISM OF 3DPC OBJECTS
Authors
Adam Čítek, Milan Hola, David Čítek, Petr Sejkot
Proceedings
25th International Multidisciplinary Scientific GeoConference Proceedings SGEM 2025, Nano, Bio, Green, and Space Technologies for a Sustainable Future, Vol25, Issue 6.1
Publisher
STEF92 Technology
Year
2025
Pages
253-260
SWS Citekey
Cítek202525253260
ISSN
1314-2704; 13142704
ISBN
9786197603873
Language
en
Publication type
Conference Paper
Proceedings contents
Open official contents
Keywords
References3
  1. Metcherine, V., Dressler, I., Empelmann, M., Gehlen, Ch., Glock, Ch., Kuhn, A., Lanswer, J.P., Lowke, D., Muller, S., Neef, T., Nerella, V.N., Stephan, D. Digital concrete construction by means of additive processes - State of the art and research needs. In: Beton- und Stahlbetonbau, Vol. 116, Issue 11, Pages 881-900, Nov. 2021 DOI: 10.1002/best.202100067

  2. Dilawar, R.; Usman, M.; Ali, A.; Majit, U.; Faizan, M. et al. Inclusive characterization of 3D printed concrete (3DPC) in additive manufacturing: A detailed review. In: Construction and Building Materials 394 (29), 1�20, 2023 DOI: 10.1016/j.conbuildmat.2023.132229

  3. Wolfs, R. J. M., BOS, F.P., SALET, T. A. M. Early age mechanical behaviour of 3D printed concrete: Numerical modelling and experimental testing. In: Cement and Concrete Research 106 (2018) DOI: 10.1016/j.cemconres.2018.02.001

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