Detail publikačního výsledku

Diagnostics and experimental analysis of 3D printed concrete structural elements

VELÁT, M.; SCHMID, P.; DANĚK, P.; DVOŘÁK, R.; HRABOVÁ, K.

Originální název

Diagnostics and experimental analysis of 3D printed concrete structural elements

Anglický název

Diagnostics and experimental analysis of 3D printed concrete structural elements

Druh

Článek WoS

Originální abstrakt

This study investigates the structural behaviour of elements produced by extrusion-based 3D concrete printing (3DCP). Six full-scale columns with intentional imperfections were tested in three-point bending and subsequently analysed through fragment testing. Compressive strength (16.6–32.2 MPa), flexural tensile strength (1.96 MPa parallel vs. 1.27 MPa perpendicular), ultrasonic pulse velocity, bulk density, and water absorption were measured. The results confirmed pronounced anisotropy and strong correlations between physical and mechanical properties. A simplified FEM model, calibrated with fragment data, reproduced global stiffness but not brittle delamination. The combined methodology offers a basis for diagnostics and quality control of 3DCP elements.

Anglický abstrakt

This study investigates the structural behaviour of elements produced by extrusion-based 3D concrete printing (3DCP). Six full-scale columns with intentional imperfections were tested in three-point bending and subsequently analysed through fragment testing. Compressive strength (16.6–32.2 MPa), flexural tensile strength (1.96 MPa parallel vs. 1.27 MPa perpendicular), ultrasonic pulse velocity, bulk density, and water absorption were measured. The results confirmed pronounced anisotropy and strong correlations between physical and mechanical properties. A simplified FEM model, calibrated with fragment data, reproduced global stiffness but not brittle delamination. The combined methodology offers a basis for diagnostics and quality control of 3DCP elements.

Klíčová slova

3D concrete printing (3DCP), Non-destructive testing (NDT), Mechanical properties, Anisotropy

Klíčová slova v angličtině

3D concrete printing (3DCP), Non-destructive testing (NDT), Mechanical properties, Anisotropy

Autoři

VELÁT, M.; SCHMID, P.; DANĚK, P.; DVOŘÁK, R.; HRABOVÁ, K.

Rok RIV

2026

Vydáno

15.01.2026

Periodikum

Fracture and structural integrity

Svazek

20

Číslo

75

Stát

Italská republika

Strany od

339

Strany do

350

Strany počet

12

URL

https://www.fracturae.com/index.php/fis/article/view/5632

Plný text v Digitální knihovně

http://hdl.handle.net/11012/255642

BibTex

@article{BUT199531,
  author="Matěj {Velát} and Pavel {Schmid} and Petr {Daněk} and Richard {Dvořák} and Kristýna {Hrabová}",
  title="Diagnostics and experimental analysis of 3D printed concrete structural elements",
  journal="Fracture and structural integrity",
  year="2026",
  volume="20",
  number="75",
  pages="339--350",
  doi="10.3221/igf-esis.75.24",
  url="https://www.fracturae.com/index.php/fis/article/view/5632"
}