Improving interlayer adhesion of 3D printed concrete by filament interlocking

A pivotal limitation of 3DPC - 3D printed concrete is the weak bond strength between filaments and layers due to the layer-by-layer fabrication process. In this research, the mechanical properties of printing filaments were investigated and developed to enhance bond strength in both the vertical and horizontal directions. Rectangular self-interlocked filaments fabricated by specifically designed nozzles were used to enhance bond strength between vertical layers. The improvement of bond strength between horizontal filaments on the same plane was obtained by controlling printing trajectories. The effectiveness of self-interlocking filaments was evaluated by printing and testing four types of 3DPC specimens: two with flat and straight interlayers, and two with interlocked interlayers. The disc specimens cut from printed beams and blocks were subjected to indirect tensile tests with different angles between loading and printing directions. The present study employed an advanced testing method, AUSBIT - Advanced Universal Snap-Back Indirect Tensile testing method, in conjunction with both AE - Acoustic Emission and DIC - Digital Image Correlation to capture not only the tensile strength but also to investigate the fracture resistance and post-peak behaviour of 3DPC specimens. The results showed that the indirect tensile strength between layers increased by 48.35 % when tested at a loading angle of 0-degree using a rectangular interlocking pattern, while the zigzag interlocking pattern resulted in a 60.26 % improvement in bond strength between horizontal filaments, compared with the control specimens. The use of lateral displacement control in Brazilian disc tests helped stabilise the fracture process and enabled a reliable analysis of the intrinsic mechanism governing the evolution of fracture and its influence on the overall snapback behaviour. The promising results reveal great potential for further investigation in this direction for strengthening 3D-printed structures. • Rectangular interlocking filaments produced by an innovative nozzle led to a 50 % increase in bond strength between layers. • A 56.3 % increase in bond strength between horizontal filaments can be obtained by zigzag printing strategies. • The advanced technique AUSBIT (Advanced Universal Snapback Indirect Tensile testing) effectively helps stabilise the fracture process to obtain a better result on indirect tensile strength.

Authors

Institutions

Publication Details

Journal
Journal of Building Engineering
Published
2026-02-21
DOI
https://doi.org/10.1016/j.jobe.2026.115700
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Improving interlayer adhesion of 3D printed concrete by filament interlocking

Giang Dinh Nguyen, Zili Huang, Murat Karakus, Longsheng Wang
Journal of Building Engineering
Innovations in Concrete and Construction Materials
article

Improving interlayer adhesion of 3D printed concrete by filament interlocking

Giang Dinh Nguyen, Zili Huang, Murat Karakus, Longsheng Wang
article en

Abstract

A pivotal limitation of 3DPC - 3D printed concrete is the weak bond strength between filaments and layers due to the layer-by-layer fabrication process. In this research, the mechanical properties of printing filaments were investigated and developed to enhance bond strength in both the vertical and horizontal directions. Rectangular self-interlocked filaments fabricated by specifically designed nozzles were used to enhance bond strength between vertical layers. The improvement of bond strength between horizontal filaments on the same plane was obtained by controlling printing trajectories. The effectiveness of self-interlocking filaments was evaluated by printing and testing four types of 3DPC specimens: two with flat and straight interlayers, and two with interlocked interlayers. The disc specimens cut from printed beams and blocks were subjected to indirect tensile tests with different angles between loading and printing directions. The present study employed an advanced testing method, AUSBIT - Advanced Universal Snap-Back Indirect Tensile testing method, in conjunction with both AE - Acoustic Emission and DIC - Digital Image Correlation to capture not only the tensile strength but also to investigate the fracture resistance and post-peak behaviour of 3DPC specimens. The results showed that the indirect tensile strength between layers increased by 48.35 % when tested at a loading angle of 0-degree using a rectangular interlocking pattern, while the zigzag interlocking pattern resulted in a 60.26 % improvement in bond strength between horizontal filaments, compared with the control specimens. The use of lateral displacement control in Brazilian disc tests helped stabilise the fracture process and enabled a reliable analysis of the intrinsic mechanism governing the evolution of fracture and its influence on the overall snapback behaviour. The promising results reveal great potential for further investigation in this direction for strengthening 3D-printed structures. • Rectangular interlocking filaments produced by an innovative nozzle led to a 50 % increase in bond strength between layers. • A 56.3 % increase in bond strength between horizontal filaments can be obtained by zigzag printing strategies. • The advanced technique AUSBIT (Advanced Universal Snapback Indirect Tensile testing) effectively helps stabilise the fracture process to obtain a better result on indirect tensile strength.

Journal of Building EngineeringVol. 121
The University of Adelaide (AU)
Openalex Percentile: Top 48%
Innovations in Concrete and Construction Materials
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.