Orientation and spatial distribution of pores and fibers in concrete elements produced by extrusion-based 3D printing

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

  • Jiaxu Liu - , University of Melbourne (Author)
  • Nan Zhang - , Swinburne University of Technology (Author)
  • Xiangyu Xie - , University of Melbourne (Author)
  • Jay Sanjayan - , Swinburne University of Technology (Author)
  • Jinbo Chen - , Shanghai Jiao Tong University (Author)
  • Viktor Mechtcherine - , Chair of Construction Materials (Author)
  • Lihai Zhang - , University of Melbourne (Author)
  • Xuemei Liu - , University of Melbourne (Author)

Abstract

Use of short dispersed fibers has been considered a promising solution to address the challenge of integrating reinforcement into 3D concrete printing. This study used micro-CT scanning technology to examine pore and fiber orientations and their spatial distribution of single-filament and multi-filament specimens extruded using various nozzle shapes and standoff distances. Results show that nozzle pressing and gravity-induced lateral flow progressively collapsed and filled voids in lower layers, leading to a pronounced porosity gradient along the build height. A smaller standoff distance enhanced the fiber alignment along the printing direction as the nozzle exhibited higher pressure upon deposited material. Circular nozzles promoted stronger fiber alignment compared to rectangular counterparts, primarily due to their taller outlet height, which enhanced nozzle pressing effects. Additionally, the rotating auger in the nozzle contributed to shaping the final fiber orientation profile. As a result, fibers within the inner unsheared core largely retained their orientation from the extrusion process, whereas those in the sheared outer ring aligned with the surrounding flow. Although extrusion-induced deformation reduced the difference between these two regions, a distinct variation in orientation persisted. In addition, the directional distribution of voids and fibers strongly affected compressive and flexural strengths, influenced failure modes, and contributed to anisotropy. These observations provide useful input for modelling and simulation of fiber-reinforced concrete in 3D printing.

Details

Original languageEnglish
Article number115692
JournalJournal of Building Engineering
Volume122
Publication statusPublished - 15 Mar 2026
Peer-reviewedYes

Keywords

Keywords

  • 3D concrete printing, Fiber orientation, Micro-CT scanning, Nozzle shape, Printing parameters