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Experimental Investigation of Concrete Beams Under Bending, Manufactured with 3D Additive Printing Technology (2025-11)

10.15199/33.2025.11.01

 Korol Ewelina,  Jenta Arkadiusz,  Chaudhari Ojas,  Wójcik Michal
Journal Article - Construction Materials, Vol. 1, Iss. 11, pp. 5-12

Abstract

The article presents results of experimental research performed on concrete beams under bending, manufactured using additive 3D printing method. The aim of the research was to determine the nominal flexural strength affected by varying: layer orientation, geometry of a single layer and beam size. The results showed that the strength of beams with layers perpendicular to the load direction is several times higher than those with parallel layers, and significantly lower when the beam dimensions increase.

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0 Citations

BibTeX 
@article{koro_jent_chau_wojc.2025.EIoCBUBMw3APT,
  author            = "Ewelina Korol and Arkadiusz Jenta and Ojas Chaudhari and Michal Wójcik",
  title             = "Experimental Investigation of Concrete Beams Under Bending, Manufactured with 3D Additive Printing Technology",
  doi               = "10.15199/33.2025.11.01",
  year              = "2025",
  journal           = "Construction Materials",
  volume            = "1",
  number            = "11",
  pages             = "5--12",
}
Formatted Citation

E. Korol, A. Jenta, O. Chaudhari and M. Wójcik, “Experimental Investigation of Concrete Beams Under Bending, Manufactured with 3D Additive Printing Technology”, Construction Materials, vol. 1, no. 11, pp. 5–12, 2025, doi: 10.15199/33.2025.11.01.

Korol, Ewelina, Arkadiusz Jenta, Ojas Chaudhari, and Michal Wójcik. “Experimental Investigation of Concrete Beams Under Bending, Manufactured with 3D Additive Printing Technology”. Construction Materials 1, no. 11 (2025): 5–12. https://doi.org/10.15199/33.2025.11.01.