On the micro- and meso-structure and durability of 3D printed concrete elements

Publikation: Beitrag in FachzeitschriftForschungsartikelBeigetragenBegutachtung

Beitragende

  • Kim Van Tittelboom - , Ghent University (Autor:in)
  • Manu K. Mohan - , Ghent University (Autor:in)
  • Branko Šavija - , Technische Universität Delft (Autor:in)
  • Emmanuel Keita - , École des Ponts ParisTech (Autor:in)
  • Guowei Ma - , Hebei University of Technology (Autor:in)
  • Hongjian Du - , National University of Singapore (Autor:in)
  • Jacques Kruger - , University of Stellenbosch (Autor:in)
  • Laura Caneda-Martinez - , École des Ponts ParisTech (Autor:in)
  • Li Wang - , Hebei University of Technology (Autor:in)
  • Michiel Bekaert - , Ghent University (Autor:in)
  • Timothy Wangler - , ETH Zurich (Autor:in)
  • Zhendi Wang - , China Building Materials Academy (Autor:in)
  • Viktor Mechtcherine - , Professur für Baustoffe, Technische Universität Dresden (Autor:in)
  • Nicolas Roussel - , École des Ponts ParisTech (Autor:in)

Abstract

3D printed concrete (3DPC) creates opportunities, including a reduction in construction waste and time and increased design freedom. However, because of the differences in the construction technique compared to traditional concrete casting, the structures also perform differently; namely, the micro- and meso-structure and durability are shown to be different. For the 3DP technology to find its way to the market, one needs to be aware of these differences and needs to know how to quantify the above-mentioned properties, as differences in the testing methodologies impose themselves when characterizing printed instead of cast concrete. In this paper, we elaborate on the test methods to investigate the micro- and meso-structure and the durability of 3DPC. We start with a discussion on the micro- and meso-structure of the 3D printed concrete and how it is different from conventional mold-cast concrete. An in-depth discussion of the test methods to assess the durability of 3D printed concrete is outlined. Reported findings related to the two aforementioned properties are discussed. In addition, we report on the technologies proposed to improve the durability performance of 3DPC, and we highlight the remaining challenges and opportunities related to 3DPC.

Details

OriginalspracheEnglisch
Aufsatznummer107649
FachzeitschriftCement and concrete research
Jahrgang185
PublikationsstatusVeröffentlicht - Nov. 2024
Peer-Review-StatusJa

Schlagworte

Schlagwörter

  • 3D printed concrete, Durability, Micro-structure