The influence of the cross-sectional geometry on stress concentration in 3D printed concrete elements: A preliminary study

This study investigates the influence of path geometry on stress concentration at notches located at layer interfaces in 3D Concrete Printing (3DCP) elements. Concrete specimens with circular and trapezoidal paths as well as the reference specimens without defined paths, were cast to ensure precise geometry. It is important to note that specimens were intentionally cast rather than printed. It was done to overcome challenges related to dimensional and curvature variability inherent in 3D printing processes caused by concrete rheology. The primary objective of this approach was to validate the experimental methodology against Finite Element Method (FEM) analysis. In this case using FEM would have been impractical with printed specimens due to uncontrolled geometrical variability. The experimental results obtained from cast specimens were compared with numerical FEM analyses and measurements using Digital Image Correlation (DIC). The findings indicated that circular paths resulted in the highest stress concentrations. The strong agreement between FEM and DIC results confirmed the reliability of both methods in stress concentration assessment for concrete structures. The next discussed point was that the geometry proposed and verified through these tests provided an effective standard for future mechanical strength evaluations of 3DCP elements. The outcomes of the conducted research highlighted the necessity of developing the new designed guidelines for 3DCP elements, aiming to optimize structural performance considering path geometry. • Investigates the influence of notch geometry on stress concentration in 3D-printed shaped concrete elements. • Cast samples were used instead of 3DCP ones to ensure geometric accuracy and to compare theoretical and experimental data. • Compares FEM simulations and DIC measurements for validating stress concentration results. • Circular paths exhibited the highest stress concentrations, highlighting the importance of path geometry in 3DCP design. • Highlights the necessity of developing specific design guidelines for 3DCP structures to optimize material use.

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Publication Details

Journal
Engineering Structures
Published
2025-06-09
DOI
https://doi.org/10.1016/j.engstruct.2025.120728
Citations
2
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
2.01
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article

The influence of the cross-sectional geometry on stress concentration in 3D printed concrete elements: A preliminary study

Adam Cisowski, Michał Kowalik
2 citations
Engineering Structures
Innovations in Concrete and Construction Materials
2.01
article

The influence of the cross-sectional geometry on stress concentration in 3D printed concrete elements: A preliminary study

Adam Cisowski, Michał Kowalik
article en
2 citations

Abstract

This study investigates the influence of path geometry on stress concentration at notches located at layer interfaces in 3D Concrete Printing (3DCP) elements. Concrete specimens with circular and trapezoidal paths as well as the reference specimens without defined paths, were cast to ensure precise geometry. It is important to note that specimens were intentionally cast rather than printed. It was done to overcome challenges related to dimensional and curvature variability inherent in 3D printing processes caused by concrete rheology. The primary objective of this approach was to validate the experimental methodology against Finite Element Method (FEM) analysis. In this case using FEM would have been impractical with printed specimens due to uncontrolled geometrical variability. The experimental results obtained from cast specimens were compared with numerical FEM analyses and measurements using Digital Image Correlation (DIC). The findings indicated that circular paths resulted in the highest stress concentrations. The strong agreement between FEM and DIC results confirmed the reliability of both methods in stress concentration assessment for concrete structures. The next discussed point was that the geometry proposed and verified through these tests provided an effective standard for future mechanical strength evaluations of 3DCP elements. The outcomes of the conducted research highlighted the necessity of developing the new designed guidelines for 3DCP elements, aiming to optimize structural performance considering path geometry. • Investigates the influence of notch geometry on stress concentration in 3D-printed shaped concrete elements. • Cast samples were used instead of 3DCP ones to ensure geometric accuracy and to compare theoretical and experimental data. • Compares FEM simulations and DIC measurements for validating stress concentration results. • Circular paths exhibited the highest stress concentrations, highlighting the importance of path geometry in 3DCP design. • Highlights the necessity of developing specific design guidelines for 3DCP structures to optimize material use.

Engineering StructuresVol. 340
Warsaw University of Technology (PL), Build Bright University (KH)
Sustainable cities and communities
Openalex Percentile: Top 14%
Innovations in Concrete and Construction Materials
2.01
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