Effects of 3D-printing on the tensile splitting strength of concrete structures

A. Aramburu, I. Calderon-Uriszar-Aldaca, I. Puente, Ruben Castano-Alvarez

Research output: Contribution to journalArticlepeer-review

Abstract

Concrete and mortar are widely used construction materials that when processed with new 3D-printing techniques can be used to produce lighter structures with freeform shapes. Both conventional cast-moulded and 3D-printed concrete components can withstand high compressive though limited tensile stress, so reliable material data are required for correct dimensioning of those components. The indirect tensile test, or Brazilian test, as per EN 12390–6 A, is used to perform a tensile strength characterization of hardened concrete. In this study, Brazilian test results for both cast-moulded and 3D-printed specimens were examined, checking the inherent deviations produced during the printing process. The results reflected the tensile strength differences between cast and printed components, proposing a reduction coefficient applicable to cast specimen test results, to assist with the dimensioning of printed components at the design stage.

Original languageEnglish
Article numbere03090
JournalCase Studies in Construction Materials
Volume20
DOIs
Publication statusPublished - Jul 2024

Keywords

  • 3D-concrete printing
  • Additive manufacturing
  • Mechanical behaviour
  • Tensile tests

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